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HomeMy WebLinkAboutVAIL VILLAGE FILING 1 BLOCK 5D TRACT B C VAIL TRANSPORTATION CENTER 1990 EXPANSION FIELD TEST REPORTS FILE 2 OF 3 LEGALClicnONorthcnt,Irrc.a.Enlr'rl I A,tn!-i. ...1 ...r-n}ri. REPORT OI. CONCI?[TI_ TIST CYLINDEIT DATA tr^!uT|u|rno[cTrrro.Itt',I.'!T||f|i,r!E^,nG,F3l!'vtti.|tlnrIT'frsrFl:i1''n{ltt')Al1r|r.o|'ro|.rm{ .r slr[ uatrrt a,.tEt tritrrE 4OUAt[tr Ur,lt.ss on|t,| ,JrK rotJrullJ l,|t- !:rll r D lo rll rlnrlfr(:. ^ .Ea' or u.l r tiiil s.-" o{ cooronr- rr''r rb. Cr.tllu a/go TO: 'OwN OF VAIL Jou No. 4 398 90 IIATE: 9*24_90 Attn : lvlr. Stan l3c rryran DALy ;tEpgfff NO. SHIET 1 0t: 1P.O. Box 100 vail c0 81658-0100 [,{votcE No. PRGJECT Add.ition tn Va i 1 'fllnsportat i on Ccriter', Va i 1 , Col oraclo. PLACEMENT LOCA]tOhI: Stair No. 4, Walls, Second LifU BATCIJ TICKET INFORI,{ATION: supruER westcfn Mobi 1e .nucJ( o. 119 nME rATcltED 2:59 p.M, rlcKLT !.K). 2501 MX DESlcN t.lo. A cu. YD.8 nMe AnRrvfI) 3:06 P.M. 'IluE PI/tcED 3:15 p.M. FIELD TLSTING INFORMATION: lluE TEsr r^Xel 3:20 Plvl sLuup 4 3/fu. arn @r{lErn 7 .07 vrt:t uNlr hllcl rr 139.9 p"r. s^ut'Ll ]E}tp. 72" NI lE}/P. 600 JoIt spEclflclnotls surup 3_5 t,!. ArR coMTEllT 4_grwA[n A)D[D Ar snE 0 c"t norAro(s: 6r x |"CYLJNDEII INFOR}"(ATION: rKr. oF onJNoF.Rs 4 llMf_ (:rLtuDeHS C^ST 3:34 P.M. wr.rF-nE c1;r 0rr-Si tc.,11 tfr0E,r srzr CURING INFORITATION: NnuL CURE Orr-Site Rfl-o SrotlrcE F^ctUnEs Cure Box Ultt.,/r/ x. o/\.ttlltl/E Ar urJ. 9-25-90 0ArE SIRIPFED 9-25-90 [n: B. Carr ltDJ.AfiKs: AGE D,\E DATE'njslE lgl I t.O D (tils) t)t^gnt]l (rNCl rEs)AJITA (3O. U.) couP. ..,'t R. (r5r) TTPT: OF t llAcTuRI CYTJIlDEIT wE.,ollT (uI:;) ;rullDfJt lJf rr wI)Gltr (r>c1) 2B 28 28 10-1-90 L0-22-9C LO-22-9( 70-22-9( 72,O00 106,500 105,000 106,000 (r.00 6.00 6.00 6. 00 28.28 28.28 28.2rl 28.2s 2550 37 70 3720 37s0 con,/sPlit con/sp lit con/ split con,/sP1it OESrcN STRINGIH 3000 tst o 20 D{)5 rf,sls rt rr^8on^](lRt ,rt mfto{l ,ra 0l rar$qr^rr:f, ttlrrl lf'l'tx; rnr- aalu vtllntti tlrnt;s otllurfilir: llolto 30ut llo(xn ^lDrl otl nnS llsr lltr'gfll llAY tx: |.lK l0tlt ItY ollltls. PROGRESS REPORT:Test sanple taken frcrn truck discharqe ' puq) irt use; coP,Es Ii:::::,'t'ffi:.ffil]l'"cture ; PCL Construction Serviccs ; Icstcrtr l.'lobi 1e : URS Consultants; lulr. Gary Murrian; B. Carr T. I,;rudick FIELD OBSIRVER APPROVED IT/ ChcnSNortlicnr,Inc TOIVN OF VAl L Attn: Mr. Stan Berrl'nan 7S South Frontagc lload Vai 1 C0 81657 REPORT OF CONCRITE TIST CYLINDER DATA J00 No.4 398 90 DAILY REPORT NO. Ir{volcE No. 'a'Rlllq l..1r,r..ri ddl 5<r-'tkt. DATE: 10-16-90 sHEfl l0r I PROJECT A tlition to Vail Tr-ans olt et i orr ct:ntcr,Vail. Colorirdo. ^s^UtfutPfmcF'|t'n|r}rls.T1tInnE'{'ot'Fir|vt!-,l[n|Iim!i!rr:;l,'ttttl1foAlnf()|'lfx'.rWrrrfr'ror('|ncl,'noi..xsrr'IvI'.r''co|nlmrF6onrxlnA:lsmav('l''c^'t|n'r,o,n'rlrxrtt''ri'nt:tr.olllotraovrlllrJt ul{ t-!l onfi ,rnrwrq}/uats ,N- plnl.o to tt rf|{ [x;, I Mtr- c. u- l-glrr t I 0.,.. or Go6e€.,- /om rro. clt t lJ a/m lValls, Level 3, StaiT No. 5; Wall at Level One, .Footings at Leve One and lVa1l at Level 3 of Stair No. 11; Wall, Level 3, Stair No. 10; 0ATCI-I TrcKEr tNFoRl"iATloN: suPrum lvcstcl'll Mobi lc rirucx rro. 49 lcxET No. 01 2B40MU DL5ICN NO. l"tix A cu. 1T. g TIME tr rcHED 1:50 p.lr{. nME ARnrt€D 2:00 p.l,{. TlvE PUfcFo 2;05 p.M. FIELD TESTING INFORMATION: lluE TEsr rlr<Ej.r 2:05 PM slulp 3 Nrt cof ntlr 4.7= w.t uNtr wrjc r145.3 ArR coNTUfi4 - B ,T WAItn ADOF-D At S|IE pcf. S/tral'Lf TEiJrl 10 c<,1. B0r frKS: 680 ,vn n-lp. 60oF 24 of 40 vd3 lro. oF CYIJNDIRS 4 cn tttoFjt stztl 6rr Y ] 2r' llMr. crllftottls c sT t. <0 D p1 \gltIlE c,.\sf On-Sitc CURING INFORMATION: INrML CURE On-Site RE-o $-ionl6E r.AclrmrJ Cure Box Mtft./l/N(. 0111^116 Ar r t-.10-17_90 0^lE SIRIPPED 10-17-90 ttY: S. Urton nEu^rlKt TTPE OF nucTuRE con/split R[A 50, H.) 28.28 28.23 28.28 28.28 3000 rlsl o ?l! oAYs 10- 2 3-90 11- 13-90 11- 13 -90 IJ.- r J-yu 70, 500 6. 00 6. 00 (r.00 6.00 nSTS t'l L,^Irc.r^rort rtn:/rl ll ,r.r trl ,atxxrrl^rrf- rlDt rtlx}lcf ^<lv rrf-llfiIi lrrltl:s o lur||ltr- llolto sOV( ltlloR[Atlotl ol] llll5 lLsJ lltl\,It u l tt- Ptto.ruu) u/ ollluls. S. Urton T. Lautli ck F|EL"D OI]sLT{/ER APPROVED II/ .norF.: Mi chacl Barbcr Alchi tecEurc; Andelson f; lllrst itrgs ; l'CL Construction Scrviccs ; lVcstcr:rr ltlobi lc; lllts Consultirnts; I'lr. Cary Murrian; Clicrtt]Northcrn,Inc ',lrRlU.{ lr'lr,F'r (n<i a<r'rlr.t. REPORT OF CONCRETE TIST CYLINDER DATA {s^vlmA'.fntcTr,{Ioflllt''rs.T||'n[tEt.,|odlti.i't.v'-t,llnIFr'[I5^'''.:llnqllrDA5l}|l.o|')ol|lnox ar srlttlJtlns cnrrct tfrlr( on txtrrtaJs lrrln.llrlr ul|lf.ss onrui ,Rrwroa]/ufns lnl ,4rt t.o to Ir $(rl|llc- ^ h.-b- or rr| rlirl-l r.-- oi co6r6,i r.h x.. cvttlJ a/t{ '|OIVN OF VAI I, At tn : I\,lT . St an Bcrryman 75 South I;ront:rge Roact Vail CO 81657 PRGJECT Addi tion to Vai 1 .f.r.irnsllort;rt JOD NO.4 398 90 DAILY REPOI{T NO. ll.JVOlC|: NO. V;ri1, Coloratlo. DATE: 10-15-90 sHEFr 1 ot' on Ccnte r, PTACEMTNT LOCAIION:lrlain Entry ltlay Apron;Station 1B+00;Curb and Gutter, Station 15 +00 ; IIATCH NCKET INFOIIIJA]ION: SUPruER l\lcstern Mobi .l c rnuc.K No. 117 8 :31 A.M. lcKtr No.012976 Mu DEslcN po. lt'lix C cu. w.8 IluE r! TcltED nuE ^nftrt/ED 8:42 A.Nl.TIME Pl,AccD 9:00 A.M. FIELD TESTING INFORMATION: 'luE tESr T xE].l 9:30AM SLUMP .K)0 sPEctnc^noBs SLUUP +4 0-5 tN. ln colJfurr 7 .E wfi uNrr wuclll 139.5 p"f AJR COf{TDn 4-&r wArtn AODCD AT SIIE salf,rE .trlJp. 660 ,,,rt rcrp.60oF cot. tlEu nKs: 24 of 24 1dstN. cYUNoER INFORI"{ Ttot'r:tlo. oF c.lljNofRs 4 cln trtor.n srzt. 6rr r 11rr lrl.af- (ln tttD[las c^sr g:45 A.M. wtlFJl[ c,t;; On-Sitc CURINC INFORMATION: INffAL CURE On-Site RU-o STOniTGE f/rctLnrs Cure Box Mp.r./tru. t:,.rItnUE er urui.10-16-90 oAlE sTntppg) 10-1"6-90 rr: S. Urton ntlri\RK& ACE DAYS DAIE TESID TqIAI. LO^D (uls) DA! ['Tr']l([lcl|Ls)Ntt(5q. fi.)couP. $n. (r'sD "IY"E OF f .IIACIURE CYUTIDI'IT wElo+lT(rrrj) C.YUNDER uf rr wuc,l{t(,'cn 7 2B 28 z6 LU-ZZ-JV 11- 12 - 90 11* 12 - 90 11- 12- 90 B9,0oo 6.00 6.00 (r.00 6. 00 28.23 28.28 28.28 28. 28 315 0 con/sp1it OFs'GN STRENCJNI 4500 Psl o ?a DAYS rf,srs trf l^I)qulottt ft Rsar.rll Ant [r l{trrltr^rf:r l|lnt llt{lx7r!, Astl, vtllnltS lll4r]s ollltjills€ lloltD 50!e fit ur|r,|l|orl orl lllts ll-51 lltl'ofir uY ff rrl(^4lJ(l, fi ollluls. PROGRESS REPORT: Mi ^lr:,^1 llrr.lrnr. Arclr i r ^^tl t.^'coPtES ."',"""""j-::"-Andcrsotr fi IIn st ings; l)CL Constnrction SeIvi ces; lVc-stcrn Nlobi 1c; tll{S Consrll tflnts; lrlr. (i:rry Murrian; S . Urton 'f . Laudi ck Fll:LD OBSUWEII APPROVED llf Cltcnt}Nolthcnr,Inc '|OIVN OF VAIL nttn: l.{r. Stan l]crryrn:rtr 75 South Frontugc lload Vai I CO 81657 PRGJECT rs t utmw Flnttrc1r'| ro rrlrro3. ltlr fit|ltr N|o q lrttt,\t-. lll ntt$nls ,ttl nofl tta \'trtlutt.tl corrjtlrirrn no r'(lnLjs rtlou frat trt(:^,,lnrn olrll HrF().ll5 4oVr-tllllt ur{ Lss on{t lnr^rooruns A/.t- ,L',nlo lo rl n llo,r,. a 'EFrt- .,f rrl rlit'il g.o.- or comro,rr.. r rn No. Cuf,ltJA 1/0O LOC IION: Curb and Guttcr and Entry lvay Aprorls. South Side of Frontage Road; Slab-on-Grade, Tunnel, Staj-r No. l0; Slab-on-Grade, Steps, Stair No. 12; I ATCI{ TICKET INFORMAIION: suPruER Westcrn l'lobi lc Inuq( rto, 100 11:27 A.[4. rcKL-r lrc. O128o7 nM[ lnrrrvED 11 : 35 Mrx DEstcN rp.40,/li'lix 5cu. i';r. 8 1A.Nl. IlllEPLrcLD 11:45 A.l{. FIELD TESTNG INFOIIMATION: IME "tEsr TA,|(EN 12 : 00PM 3LUUP 4 /rJIr coljf fJlT 7 .0= \Tr Ulill Wuctlf 140. 3 p"r S^l,lPL-L .rul,ll'. AR cot{rtr{r 4 - 3I w.rn:n ^DDED AI strE 12 Gol. I1q{fIr: 6so rlrt rui,. 6gop 24 of 48 ydr CYLJNOER INF ORI,{A'TION:lo. oF (;n,HDcRs 4 rin l.torrn sul- 6r' x I2"rMt. (;n r Dl.lrs c,.,\sT 12:15 P.M. \rf,l{rrE csr on_sit CURING INFORIJATION: tNlIuL cuRE On-Site nrlD 5-rofucE r ctLntEj Cure Box MlN.,/r,tN(. o^ttnluc ar ru10.-15-9o o lE srnrpprD 10-15-90 nr: S, Urton nDr\fiK* crullDr:ll urf I :,fl1Q Ir (r'ct ) TN'E OI: trclURl: con/ shear6.00 | 28.2s 6.00 | 28.2S (;.00 | 28. 28 6.00 l 28.28 10-20-90 11- 10-90 11- 10-90 11-10-90 114,0007 2B 28 28 nrsrcN sIREtlGlH 4500 P-''l o 2O o^\S tljils ltf |/rtxtl^r!|fit rt n--r(to{l A'r ol laffllr^rtlf hlrlt l"'1r: dt ,rlu vr.llrtlt' l'f/l t;5 otllljlta:L llolfo 30llf lltlorlrl^lxrll oll nl|5 lLSr llLl\xrl u Y t|: ttror'llxD fi ollll'15' curb and gutter forms directly from the pump. Sample was taken from the truck PROGRESS REPORT: truck and in the Concretc was placed forms on Stair No. 10 in the with a S . Urton T. l,audi ck FIELD OI}SEfI/ER APPROVED DT coP,Es xi:l;:::,,'il"i::.il;|j: tcctl'[ rc ; PCL Construction Scrvi ccs; l{cstcrtr lt'lobi 1c; URS Consultants; Mr. Gary Murrian; REPORT OF CONCRITE TEST CYLINDER DATA JOU r'1O.4 393 90 DAJLY IIEPORT NO, INVOICE NO. .rall,I? lntl,r..n ..,, .'al''l,tl. DAIl:: 10-13-90 sH[trr 1 0F 1 it i.on to Va i I 'f |arrs f t t. iorr (lclltor Vlril. Co lotado . lrlo xrrrxrlt^lr1rr tDn lr r: o6t\)tl.o or rrtln rl.ilt16 r.,..rnn,ltrlt D A'i llll cortlrxllld t'r<x-' rfi rr (r'n cl[rrl'\ r-i i'i:,r r".,i rr _"r l,nu": oltr wrttlltrt ^trrio/A- ."^,,l'11:' wrtL ClrcntlNorthcnr,IIrc 'a.erur, l-nah-.r 6n{ -l-r?'lbl. REPORT OF CONCRITE TEST CYLINDER DATA r.<^UlmWml'rcTrnrodrl[.-!T||.F|,'rtF^,md,'t..'|'vt.\|tlnrFo'w\l,rf-:'t'''|lr'A.in|..or'll'f|Jfw'.rnno[ tr st^[!.rrfs. cott:t trirF6 oo rtrnMtsaovnllrlt ut{ L93 on|tl |nrwqJ||.,{s lnt ,a.mlo lo lll llRllurc. ^ ,*nrr' 6r rr.l iirrTl e'".- or G6ror .. aonn frr, cuft IJA a/eo TO:.f,OlVN OF VArr. JolJ No. 4 398 90 DATE: 9/27/90 Attn: Mr. SI-an Bcrryrnan DAtLy REpOKf NO. sHEff lof 1P.O. Box 100 vail co 81658_0100 lNvolcE No. PRGJEOT Additi on to Vai i Tlanspoltation cclrter, Vai 1., Colorado. PIICEMENT LOC.A]ION: *- - '- rcnding; stair No. L0; wa1l, stair No. 4; I]ATCH TICKET INFORI,{ATION: suPruEi Western Mobi 1c tRt ct( o. 9:53 Al4 46 ncxlr po. 2555 ux oesrcx rrc. A cu. Yo, B TIME BATCI|@ nME lntlrvTi 10:18 AIul 'IIME [,t.^cEo 10:25 AM FIEI-O TESTING INFORMATION: rluE lEst TN(EI 10:30AMsr-uup 3 rH. arn corflElr 5. tF wl-r uNr wEct tr 143.3 p"r satPLf TEI/P. 72o Ntr r-lrt'. 50o JOB SPEClFlCl Ol.tS SLUup 3-5 tN. JR Cor{TEtff 4-BI WAtEIt ADDCI) AI sm B r,ol nEu^fl,cs: CYLJNDER INFORT,|ATION: llo. oF cylJNDERs 5 cYl t DtH srzli 6" x l2rr ur:crtrNo[As o\5r 10:40 AIvt wllFJlf c-,\sT 0n-Sitc CURING INFORMTION: fNlrlAL cune on site REID sron cE r-rcluTlEs cure boc MrN./MN(. o,,'.rt:/rtrc sr u**9/28/9O o\rE srntppE) 9l2g/90 n/: B. Carr RDri\nKs AGEut6 t)^IE IESTTD TgrAL t.O D (urs) DnunrJl (Ircl rEs) 'IEA(5a. [{.) c.ouP. sln. 05t) ]'r'PE OF flrrcTun€ C'TJNDTN WUctff(uls) C.tuNDf:rl UNIT WDA |T (r,cr) 5 1 28 28 28 L0/2/90 L0/4leo 10/2.s/s0 10/25/e0 70/ 2s / s0 89, 500 91,500 .128 , 000 130, 000 130,000 6. 00 6.00 6.00 6. 00 6"00 28.28 28,28 28.28 28.28 28.28 JI /U 3240 4530 4600 4600 conical conical con ica 1 conical coni cal OESICN SIR€N6I1I 3000 PSI026 D IS tIJfS tt (^gr^mfa FrFJrr|r{r lnr ot aal.Y)eurrr:f vvtl|r ^ttr |(: r!f, ^-tf !r vtllnlr: t/rll t:3 onlu('113E llollD Sorat rlt on! tlrctl oll llll5 ltsf llt,.onr rrAY lf PncMo(t fi orltnl' PROGRESS REPORT:Sanple taken frcrn trtrck; punp in use; coPrEs x,T'j::1,''i'il::.|i;il'"cture ; PCL Construction Serviccs; Wc-stern Mobile; UltS Consultants ; l'lr. Gary Murrian; B. Carr T. Laudick RELD OI]sER/EII APPROVED IIT Chcn*Northq'rr. Irrc.a.atllft1 LnTt'\-.. rn.r .'.rP,lhl. REPORT OF CONCRITE TEST CYLINDER DATA (34UtmWm(mcrmn[r.r3.I!qnn.E^,|oo,m|1\4.'.l|lnl'r'rr:i^,'r:'lrtlll|'Alf||f.o|'ro|','w..'ri<f'tt'.,r,n nolr of st^ttvt Frs, cort:t I rirt6 on rxlnrct3 iorrrlt nD lr,ltJl 9niti lluul|dJluns Arlf- farrl l_1, lo lrl !r rlllx;. r n nb- n, tr-l rliil-l c.n - or .oh!,nrr t6.n |rn. Cutl IJA ./m TO:'totvN Attn: P.0. Vai I PRO.,|ECT OF VAIL Irlr . St an llc rr)'nan Box 100 C0 81(r58-0100 JOIJ NO.4 398 90 DAJLY ITEPOKT NO. INVOICE NO. DAIE; 9/26/90 sHEEr 1 oF- dd iti on to Vrr i. I Trarrsnort;rti on Ccntc1.Vai. 1. Coloraclo. Deck topping; level A, Ljne B to C, Line 1-6 to 18; BATCII TICKET INFORI/ATION: SUPruER Westcrn l{obi lc IIME IIArcHED rnucK o. 100 7t22 PNr TcKEr No. 2525 TIME NTRIVED 7:38 TtuE Pt/tctD 7:40 AIvI FIELD TEST]NG INFOR}/ATION: ]]uE IET n0(e}| 7:50 Al,BLuup 4L Dr. NR cor{tuff 7.Gwr.r uHrr wrrrrr140.3 pcf. s^xPtr lc r,. 69" ^Jn TE}/P.50o Joo sPEctnc nolrs sr.uup3.5 tlt. ArR coN.nlff 4-B ,t wrrrcn ADDID Ar sm 4 ,xlr. RgtAnxsr CYUNDER INFORT&\TION: lro. oF cn,NoF_Rs 4 cYl [JDCtr :ilzl- 6tt x 12tl lruf: cn,NDEr6 c-^sr 8: oilAM $llEnE c.^-5T 0n -S.i tc o^rl'rnuc ^f t^B 9/27/90RUD StOt{,rGE r|CttmES $r: B. Carr CURINC INFORI,IATION: INIIUL GURE: one site n rt srnfPPE 9/27 /90 (r. 00 (r. 00 6.00 6. 00 3120 4460 4640 4770 canical con/sirear con/ sp 1it con/ spI it 28.28 28.28 28.28 28. 28 7 z6 z6 28 BB, 000 126,000 .131 ,000 _133, 000 ro/3/90 LO/24/90 t0/24/90 r0/24/90 OF.S'GN STR€NGNT 45OO rl3ts tr wrquJorr Ftnsdrrtl ln, Il l4Jtx(r.r|:i: $lllt tfrrl t) ,rf ^!1r, vtlrroltii lirrtl;S olllltf{1:f llolfo 'rorlc ltlt olur t|olt olt llxS ltsT r(Fonl rqY l{ fnonou) w ollllrl3. Sanple taken frcrn truck; pulrp i-tr uset B. Carr FIELD OI]SERVER CO'IES Michae 1 llarbcr Architcctur:c; Andcrson G llastings; PCL Construction Serviccs; Wcstern tvlobilc; URS Consultants; Mr. Gary Murrian; ChcnSNorthcl'n,Irrc.' ^.atll.4 Ullnt-t. .Fl a<l-n,''l. REPORT OF CONCR[T[ TEST CYLINDER DATA (<lvtmAr'Utcrfno6[rrr:'ntrn'nE^,lrrf|m'|'v'-rr|lnt]rrrs^Ffi(rrnt'|rnAlllrlnrfiD|'0w.-frf'nTY0f.|(,nc|Jt.r\no{(rs'^ft||'''ts.mtq|r|r'6o'rn'rA:lt'rmg.n,'tc^''Dr4ouoor,',,r'!..ri'.irlir.,ovnlnD u'lt lss onit-l |ntwroajruns lJll. t/;r{t.o to lll wflloro, ^ Et{- .. rrltiiii-lr.- or co.,!F,rr.. ro.r.r ,r.r. Cuf,tlJ a/go To: TowN Atttr:pn Vai I PRo.'ECT OT VAIL Itlr. Stan Ilerryman Box 100 JOr] NO. 4 398 90 DALY REPOKT NO. DWOTCE NO. Vail, Co l orado. DATE: 9-28-90 SHEEI 1 OF' c0 816s8-0100 {\)Addit ion to V;r i. 1 Tr:ansftrrtat ion Ccntcr, PIACEMENT LOC^IION:Walls, Level 4, at Stair No. 11; BATCH llCKET NFORITATION: sUPruFx Western Mobi 1e Inucl( No. 100 ncKEI llo. 2569 MIX orf,lcN uo. A cU. 'ro. NUE trArcHED lluE Pt-^cED B:49 A.M. FIELD TESTING INFORMATION: lluE TESI T Xet 8 : 50A14 st-uup3 3,/401. arn colnun6. 2 : wEr uNtT y/Erctf l-39. 5 pd. s/ulPLE ruxp. 6Ba AR TDrP. 50oF JOg sPECnCAnOlts srUup3_5 tN. NR coNron 4_g I WAIEF ADDID Al srE 6 c,ot. fiElr\r0G CYUNOER INFORIiIATION: llo. oF cY|JNDERS 4 r,11tHoEH stTlt (rtr x [2rl llME (liLJNO[liS CrtsT 9:00 A.M. wtm[ c1tr On-Sitc CURINC INFORMTION: ltllut. cURe Orr-Site Ra, 5-rc)R 6E F,rcrUTlEs Cure Box MN./r{ x. g/\r[nuE AI t^r 10-1-90 |AlE sIRlPPs) l_f1-90 Brr B. Carr nEr.RK* AGE I)AYS MTE ]ESTE) TgT t (.o D (LI}s) l)r r{Eltjt (rflclres)NIEA(sa. |lr.) couP. 5m. (Psr) TYPE OF FTUCTURIi CY1JNDUT WE'OHT(trrs) Cru}IO€R uNtr wftcr lr(rcfl 1 28 z6 28 10-5-90 10-26-9( !0-26-9( M6-9C 87,000 L27,00A 124,000 124.SA0 6. 00 6. 00 6.00 6.00 28.28 28.28 28-28 28.28 3080 4490 4390 44L0 conical con,/sP11t c on/ sh ear con,/sPl it OESICN SIRENGTH 3000 Psl o 2tt o116 ItSrs or w)q! lo|r Ptmrto|tl lrrf lrl ra,r.filor}{t- vtltll ^ttl l:^lrr {.;tv urrl K)tr:i In4Dis Olllur'Et lrclfo sol{a ll/ru$a lloll otl t}lls lL51 Rtr\oflt u Y rf ftKtllocD rr olllltrt' Test safiple taken frsn trucJc discharge. coP,Es X,1;::::"T"li:l.f;:l'"cture ; PCl, Construction Scrvices; Western Mobilc; UllS Consultants; Mr. Gary Murrian; B. Carr 'f. Laudick FIELD OBSEfI/ER APPROVED t T Cherr0Noi'thenr, Inc ',,',hlllrrt Ligl.h.r 6^d s<l-.lLl. REPORT OF CONCRETE TEST CYLINDER DATA trgOSEPlON As^!ulu|'FFoItcTl}.m.Ir'rTs.Tl|t'tt|'lt^'lool|'3r|-\{l',tLI'TY'rT5,'[3l,nqTr'DA.lI|ri0rlr'Itwrn.,'rndof.xc|,[rD. (r nAt[st tn5: crrEr jrsnfs ox rxl[ ,:ls aoutaf no urt l,:l:i amrtl {l|tArottruns l,r1 l:all o lo |tl |vr lrlc. ^ '-t{w or rr.liliil-}o--" .r G"-Fnr- .rrir tr. CatllJA a/to lo: TowN oF VAIL Joo No.4 398 90 p,46; 8-24-90 Attnr lr{r. Stan Berryman D ILY REpof{T No. sHEE-r I oF 3P.0. Rox 100 Vail C0 81658-0100 lNVOlcE No. $qfEqT Addition to Vail Transportation Ccnter. Vail, Colonado. PTACEMENT LOCJUION: Slab=on-Grade, Level Qne, Lines'A to B, Llnes 36 to 39; BATCH TICKET INFORIJATION: suPruER Western Mobile TIME 0 rcfim mrJcK No, 100 3:56 4.y. ncKE-r M!. 1772 nue ^'lRtutD 4:72 MX oESICN lK). B cu. \o. I A,[ .TluE Ptrcs) 4:40 A.V, FIEu) TEST]NG INFORMATION: TluE TEsr T/0<EI 4:50 AM 3LuuP 4% JO{t sP€CtnCAnO}ls suruP 5-5 tN. lN. An @NTE tr 1.5: wEr uNr Y/EGlr L44,0 pcr. AJR CoNToJI -- ,l WAIEn ADOED Ar SrE 8 satpLE TEI/p. 70o ,un TorP.4OoF. .rt. nDrARt<s:24 of 190 vdS CYLJNDER INFORIJATION:lo, or cvuNoeRs 4 r nDm stzr 6rr x 12rr NME CYL'NOFRS CA9T CURINC INFORMATION: NIUL CURE On-Si.te RE-D 5:l9ft 6E FActUnEs Cure Box M6l./r{ )(. o IErnUE AI r & B-25-90 oAlE STRIPPE) 8-25-90 ttY: B. Carr REI{^RK& AGE DAYS D^lE TESIE Tgr L r.o^I)(|js)DTAME'IOI (rllcllEs)^Jlrl(sa. rN.) couP. sTR. (Psr) TYPE OF f]UCTL'RE CI1JNOETI w€lcilr(uls) cruNo€R UN'T WOGIIT(rcf) 76 28A 28A 2BA 8-31-90 9- 21- 90 9-21-90 9-21-90 125, 00.0'6. 00 6.00 6 .00 6.00 28.28 ta 19 28.28 28.28 4420 con/ she ar oEstcN sTRtl.r6rH 35 0.0 Ps| o 2a o^t/€ IESTS ItY tr^Ir('ufoft FtFSn rt||l AFr lrl Lrltro ]r-t- wrrt ^l't r:/VrlI lstu l/trl()ttlt t||nEs OIlltXl|l3f llOtEO 30ll€ lNtol$r txrll otl lllls ltsr Rtl!{rl u Y lI: Pnor'l0 ) lr onllft;' PROGRESS REPORT: Sample taken frorn truck, purnp i'n use; coPrEs H::i:LT'R:l.ffill'"cture; PCL Construction Services; Western Mobile; URS Consultants; Mr. Gary Murrain; B. Carr T. Laudick FIELD ODSETWER APPRO\TD tI/ Chen#No'rlhcnr, hn 'rrelutvr l^gL|.d t.{ scl-nbt. REPORT OF CONCRETE TEST CYLINDER DATA ts^r4mulFEq[6nronr'rr3TltfFll'ttr,no|n3'|w!',|l'[r7t'[5^nr..nhLrrln^st|rmt'ro|llIw-.Plty'mrof.|,,lctJtrrl,|onon.tr n^tT{f}.rs! rarttthn.E on rnFr^frs.tto{ rn rt.: rll)ttxl iourafnD urnf,sll ('n|(LA^|raurtxr5 trt.[rnu) lo lll v$nurc. ^ Enrv.r rr|illtJlo*. or.o.n!.6r.. ..6 rb. clrtr tl^ a/!o ro: JOO NO.4 j98 90 p,6g; 8-24-90 TOIVN OF VAIL Attn: I\,1r. Stan Berryman DAJLY REpORf NO. SHEE| 2 OF 3P.0. Box 100 Vail CO 81658-0100 lr'lvolcE No. llqJEc-T Adclition to vail rransportation cent-er. VaiL, Colorado. PIACEMENT LOCAIION: Slabron-Grade, Level Qne, Lines B to 89' Lines 36 to 39; lRrJCl( NO. 119 rlcKEI l.lo. 1784 MrX OEsrcN rrc. B BATCH TICKET INFORIJ/TTION: SUPruER Western Mobi le cu. \9. B nME BATOfED 6:22 [.M.nuE ARRM 6:52 A.M.'llM[ PL,Ac@ 7:10 A.M. FIELD TESTING INFoRMATIONT nUE lES'r TrJ(Ol 7:15 AIr,l 5LUUP 5%tN.AJn @l.fiEfiT -- ; wEI UNr wEcrr 142.3 w4- AR COMTENT - - .t wATEn ADDS) Al SITE 5 gAl,rPLE TElrP. 72o Xn tge, 459 cor. nan RK& 120 of 190 YdrJOB SPECIFICAIOIIS sr.JuP 3-5 tN. CYUNDER INFORI,,IATION: tfo. oF C.yIJNOERS 4 rtl., Dor stzE 6rt x 12rl tluE cruNoERS CJ\ST 7:25 A.M. u+rEnE crsr On-Sitc CURING INFORI|ATION: l1lTl L cu3e on-site na11 sroRAcE FlctLmEs cure Box MrN./r{N(. o,\TEnuE ar tulS-25-90 OAIE SIRIPPED g-25-90 ttf: B. Carr REv BK& ACE DA1€ TIAIE lESIED TU-r t_ t-O^D(us)DUrlETfJI (rllctrEs) '^,lE (so, rN.) cruP. sTn. 0'sD T/PE OF NUCTURE fiL'NO€n wtloalT(uls) 6-rL'NO€R uHrr wflc|ff (Pcn 7B 288 288 288 8-.31-9.0 9-21-9.0. 9_=.2L-90- 9-21-99. _Ll7,00_O 6.00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 4740,confshear rrEstcll STRENGTH 3500 Psl o26 D{16 rE ts at w)qutoct PrFs.torn. lr.t ltr lcanro rrcf wlnt r,'n r.^,r f astv rrtTlur t,trl tis onltxar'E DolfD sorc Nlm{,\lnN oll llns llsf fitl'ont ra Y ll- Ptlgvl0tl, ItY Onlltl' PROGRESS REPORT: c,..,prF\ Michael Barber Architecture; Anderson & llastings; PCL Construction Services; Western Mobile; UnS Consultants; Mr. Gary Murrai.n; B. Car:r T. Laudick FIELD OBSEFI/ER APPROVED BT Chen€Noi'thern,Inc ' a.E lUr|lr Lng|.t.o a^d 9cbnbl. REPORT OF CONCRETE TEST CYLINDER DATA tt^wnut.Po(mcTr.roet['|'|!Trtftir,nEr,oo||i3'|'vT:l.||[I[rE^m$mimfD sIfrotfT'tx?t^t'.'foFtItr0folnctttl|!0,tW(rsl^tTur'.r:lm't|J6rr6onrrn,J:rsmovo.t||lGr,Dox|ounntrprr'r!..ri'.iiirrnioirtlutlo'or,rn rouflrnl' uttlJs (mift r|nrlto(lJuns lJrll t:mrD lo lll wlltllllc. ^ Enb' .. rl.l ili-Jle'-. ', .o.,r?oir- tcrir ||.. CaCl IJA a/to r(,: TOWN OF VAIL JOB NO.4 398 90- DATE: 8-24-90 Attn: Mr. Stan Berryrnan DA1Ly REpOKf NO. SHEE; j 0F g P.0. Box 100 Vail CO 81658-0100 ll.tvolcE No. PROJECT Addition to Vail Transportation Center. Vai1, Colorado. PU\CEMENT LOCAIION: Arch W411, Level 2 to .3, Stair No. 11; TIATCH TICKET INFORI/ATION: SUPruER Wes tern Mobi le cu. YD. 8TnucK No. 44 10:0O A.M. ncKEr No. L796 Mrx oEsrGN No. A TUE SATCHED IIUE lRRfvtD FIELD TESTING INFORMATTON: ltuE TEsr Tl<otf 1;05AM sluup3 3/4H. JO{l SPEClnOAnOltS SUJUp 3-5 lN. ArR CoNrElrT6.2;wEr UNr WOc}r142.0 AIR CoNTO{t 4 - 8 'T WA1ER ADD€D AI SIIE pcr. sArPLE T[t/P.71o AIR rDlP.70o S tur. RDI^Rrcs: ltO pf_ fO va5 CYUNOER INFORITIATION: Mt. or c'ylJNDERs 4 fj'n||{Dot slzr 6rr x 12rt 'lluE CtullDfl|s C,\sT 11:20 A.M.nntgrtE cArr On-Site CURINC INFOR},{ATION: NmAL GURE On-Site Ra-rl sToR GE FfcllJTles Cure Box uN.,/uN(, D rEnvE ,tr r.rn 8-25-90 o{t€ StRtppED 8-25-90 Fth, B. Carr Ran RK* AGE DArS 0r\fEIETE T T L LOAD(rrs)OUr|ETEII (rfrclrEs)NIEA(sa. lN.) @uP. sTn. (1,5|) T/PE OF FI}ICTURE C1UNDER wE oHT (LBs) filJNDER UNff WECIIT (Pcf) 7C 28C 2W 28c 8=31-90 9-21-90 9- 21-90 9-21-..90. lLl,0_00 6.00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 59"30 can/shear OFSICH STRINGIH 3000 Psr o 20 Ir^16 rtsnl ot l,allcn ro|rY FrBsftttln. fr.f lrl aar',l|rlo tr:t i.ttrl l^'lr/fir l.ns l/f.lllon3 lrltll:]s on|fjr'f6( ',l(|fi!soll[ lloonralx)H ott llls ltsl lltFofll u Y fl- PIKwID(I) ItY Oll(ns. PROCRESS REPORT: Sarnple taken frorn tnrck - punp in use; coPrEs Xil:fi:"'t'ffi.ffi:l'"cture; PCL Construction Serviccs; Wcstern ltlobile; URS ConsuLtants; Mr. Gary Murrain; B. Carr T. Laudick FIELD OI}SER/ER APPRO\ED gf ClrcnBNorthcrrr,lnc 'rrEltl.|.| hgnF.t .^<l 5.1-rl,rl. REPORT OF CONCRETE TEST CYLINDER DATA t3^gl,t1t^tmr'rtc'rrtlonr[T1ntfBt|ttr,Do|a]fl.vf3.|||nrmr't8ftl,${nroA!n|rco|Furm.|._Frx{'|'Y('fxme|ltMll|o 'xx|.'.s'^|fI''rrlm|tt|,.irl6o'rrnIA:ltmoqqF|cr,{'|||.|oun"rx'fi.''s''iiiiJio,iri.iri.u'..oultorraLt.|I,' urltJ$ on|tl lFrulEDruns rrr .r.,ltl.D lo lrl tlnlllllc. ^ ,-,rn- o, u-l iirrtle-. or .onF,!r- r.lin f,o. Caf,l IJA a/eo T'1' TOT,,N 0F VAIL Jou No.4 398 90 DATE: 8-25-90 At.tn; Mr. Stan Berrynan DALY REpOt{T NO. SHEET f 0F 2 P.0. Box 100 Vail CO 81658-0100 lNVolcE No. PRGTECT Addition to Vai. 1 Transportation Centcr. Vai. 1, Colorado' PLACEMENT LOCATION:Level 2, New Structure, Floor S1ab.,Llnes 56 to 39, Lines B to 89; BATCII TICKET INFORI./ATION: SUPruER Western Mobi le mucK No. 100 4 : 50 A.lvl . ncKEr No. 1804 Mx DEsnN No. C cu, 10. 8 nME RR|VED 5:05 A.M.'nuE Pl,/cs) 5;20 A.M.NUE B^TCIJD FIELD TESNNC INFORMATION: IluE TEST TIJ(01 5 ;30AM sLUuP 5 JOO SPECIEC nOI.|s slul,tPl_q tN. NR @llTE}{16 , 0 ; Wrr UNr WEctlT 140 . 0 P"f. sAr'lPtE lE}lP' 70o Aln ]D/P' 40O t. AR cor.lft)n4= I ,T WATEn IDD€D AT SITE f 6r;or. no'qntcs 16 uf 120 trd3 riftn{Dot slzE 6tr x 12" CYUNOER INFORI,(ATION: M). oF cYTJND€ns 4 llMEclNDEtlscsr 5;40 A.M. wHmE c sr on-Sitc CURING INFORMIION: lNlltAL CURE On-Site EB-o STOrucE FACIL6E5 Cure Box MtN./IlN( o,\IEnuE a1 r Ur8-27-90 TIAIE slRrPPO 8-27-90 Ol: B. Carr RErlrnKl AGEDt€ rrAlE IES'IE' T(II I toAD(rrs) DUUEITJI (DrclrEs)^,rFA(sq. rN.) couP. sTn. (P50 T/PE OF TIIACTURE C'YUNDER WE}O+JI(Llls) cruNo€R uNfr v.r)lafr (Pcf) 7g 28A 28A 28A 9-1-90 9-22-90 9-22-90 9-22-90 125 ,000.6.00 6. 00 6.00 6. 00 28.28 28.28 28.28 28.28 4420 con/spli't SINf,NGIHoEstcN 4500 Pst o26 F{YS lEns tf l,{lqr^roffY FtR5t orn. f ltt l{I.nntxrlcl wrnl ,^rt'l r}flr Anv rti_llott':i l,|ll lls onl[J[lYE€ llolfo :,OLt |l|r0Rra llgrl Olt rl1t5 ltSI lill!{rf ! Y tI. P|t(trD(l) ttf OlllUrS' Sanple taken frorn truck ,punp in use; coP,Es Xi::}!l"T'H:.tilil'"cture ; PCL Construction Services; Wcstern l{obile; URS Con sultant s ; Mr . Gary lvlur:r-ain ; B. Carr T. Laudick FIELD OBSERVER APPROVED TT -l Clrcnt"]Nortlrcnr,lnc '... U.,t t4l|idt ..Fl Lr-thl. REPORT OF CONCRETE TEST CYLTNDER DATA f3^|,utlW,'t|0lfdrloct|frS.Tl|tF|Et^,|oot|iift'vrt'||Lni'inTtr,[s|,|FrnID^sI|.ro|'rD|r.tw..md}r'tiYoro(nct|t,,l0rxD.lrstAtTu.'|T!.j'6|'ll''ro[rJI',clsmou('t.t.r^,rD{ooun"'ro'fi.;''iiiliin,irjr'rr.rj.r-oul crruFtlllt, t it53 qn{t lxrw€tlrull3 lrl- A;ntlo ro ltl l$rllllx;' ^ F {r- rr rxl lriij-lw- of ..cFnr- t.nr }|n. Cr.tl IJA r./go rn' Joti No.4 398 go DATE: 8-25-90 |TOWN OF VAIL I'Attn: Mr. Stan Berryman DATLY REPoI{T NO. sHEEI 2 0F 2 P-0. Box 100 Vail CO 81658_0100 tl.tvotcE No. PRorEcr Acldition to Vail Transportation Center, Vail, Colorado. PIACEMENT LOCATIoI.I: Level 2, New Structure, Floor .Slab'r Lines B. to B9-, Lines 36 to 59; BATCH TICKET NFOR}IATION: sUPruEn Western Mobi le NUE TIATCIIED rcKEI r.ro. lg16 Mu DESTGN lro. c cu. ro, I nuE ^nRt\@ Z;SS Llf . nuE Pwo A;00 A.M. TnucK No. 726 7 277 A.M. FIEI' TESNNG INFORMATION: lluE TESr TAcllS:10 AM stuuP 5 t ott sP€ctFr^nolts SLIJUP 3-5 tN. AJR COHTEHI6.0; wEr UNIr wEcttr 140 .0 Pct. AR CONTE}IT 4-8TW^IER ADDE) ^T SITE 14 SAr/Fr.E TEUP. 70o ,tttt lErPs 0o _ col RulrRtcs 104 of L20 YdJ lN, ffiI6ffi]frFdRiilfrb'N M). OF CTUNDF-RS 4 cYUllool stzt:- 6tt x l2tl 'llME CYUNoERS C-\tt 8:20 A,M. trftlgtE c^5r On-Site CURING INFORI,IAIION: DSIUL CURe On-Site oAlE SrnpPEO 8-27-90 o rEnuE AI Ut{r 8-27-90FIELD ltY: groflrcE F,ccunEs Cure B. Carr MN./Uru(. RETASK* Box AGE oAlS 0rE TESIE TUIAL LO^D(us)DT UEIE I (ll.rctlEs)lnE(sq. N.) couP, sTR, (PSD TYT'E OF RUCTUNE cruNoa WE|AHT(uts) cruN0€R UMT WECIIT (Pcf) 7B 288 288 288 9-J.-.90. 9=22-90 9-.22--.90;" 9-22-90 10.8,0.00_6.00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 3824 confshear OESIGN STRO\IGIH 4000 P$o2a D )5 rf,sB Bt t^tpuroFt |tt8lr'|rln. lr.f tll fartrno lr:r- tntl Aril r,l.llf alru r,',tlrtm l,|n f:s onl'.nwl3E tlolfD SorE f onu^r|otl ott llllS ltst tttllfll tl Y |f rtl{'v|txo fi oll|Lns' PROGRESS REPORT:Sanple taken at hose dischaxget Pump il usel coprEs lil:l:1"'ilnil.fllll'""'"""' PCL Construction Services; Western }lobile; URS Consultants; l''lr, Gary l'{um:rin; Chen*Northcnr,lnc '.|ElUr|? LilL|*r ..d S.!alht. REPORT OF CONCRETE TEST CYLINDER DATA ts A uunut pr(nT.crr ro rmi. rtf Ftri tc AIn o([an-vt't att nn{rrts rit: llrtrnntD Al tlr @rttxtJtw-- -F liT{mf 'r ol"t elltml "lD 4mlfltA rro'.('f^rD','rs,.,'|cll'sr'6oRfxfilcrsfi|q.8r{lwrtn|f'oun*rm<r'i.'ri.'ii.;'r]ir.a'tirrloo':-orrraxlt'lff^. courunJr t rnlj:! oniul ,xnll*rjrlt l3 lrft ,ritnt|) lo 1rf wfrtlfrrc. t ^ ibt- c. u-lilf rr lo'-,o ot €6!6r.. ..|!n lro. crrtl IJA a/3O a To: To|ll,N oF vArL JoB No.4 398 90. DATE: 8-27-90 Attni Mr. Stan Berrynan DAtLy REpoRT No. sHEEr f oF 2 P.O. Box 100 Vail CO 81658-0100 ll"NolcE No' PRG,ECT Addition to Vail TTnnsportation Center, Vai1, Colorado. PI.ACEMENI LOCATION:Walls, Level 5, Stair No. L0; BATCH TICKET NFORI/ATION: SUPruER Western MobiLe NUE MTCHED MIX DE5IGN hN.A CU. TO. 8 P.M. rlME Pucql 1:35 P.M. IRrrcK lro, L1'4 1 :03 P.M. ncrrr rc. 1825 nuE ARnft€D 1:20 FIE|I) TESNNG INFORMATION: luE TEsr r xEill :45 PM sr-uup 3L rN. JOo SPEClnGAnOl|s sLUvP 3-S tN. ArR cortrE 16 . 0 : wEr uNtr wgcllr AR CoNIBn4- 8 f WAIE T ADDTD AI 5m pcr. :lArFtE TEMP. 71o ruR roP. 70o g cot REr{ Rxs q 9f_f6 yds CYUNOER INFORI.IATION: lro. oF G|IJNDF,RS 4 r.Yl.tNoflr srzr: 6rr x 12rr 0n-Si te]IME CruNDE'IS O\57 1:58 P.M.wHE rE C.rsr CURING INFORI{ATION: lHlll L cuRE on-Site RELD sroRrr6E FrcnmEs Cure Box ' MN./I{N(, 0 rElnuE ^T qa 8-28-90 0lE slnpps, 8-28-90 8y: B. Carr RETrARK& AGE DAr€ OATE TESTE' Tgr L LOo (Lrs) DIAMETEN ([.lcl rEs) AttE(sa. lN.) @vP. sln, (Psl) TYPE OF tRrclunE CYUNOENwocrr(urs) C'1'INDER uNlr w€Gl{r (Pcf) 284 284 284 9-3=.gO 9=24-90 9-24-90. 9-24-90 98,000 6. 00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 3470 con,/she ar DESICTI SIR€NGTH 3000 Psto26 D\ls lEsni ttt (^'ol|Alofif PFRsaxorll. l/rf lrl ,atJlrlo tlcf rlnl lrfi r-{xf l<|u utrrnm lt{ 15 onlu 15{ rlolEo sotr( lllD{nutlotl oti ttrts ttsr Inr.onl rqJ tf rno{o(D lrl ollltrs' PROGRESS REPORr:SampLe taken at truck discharge. coP,Es ffi::::,.T"ffi:.ffi:l'"cture; PCL Construction Services; Western Mobilc; URS Consultants; Mr. Gary Murrain; B. Can T. Laudick FIELD OBSEF/ER APPROVED trf Cherr*Northcrn,Inc ',,E,lrh1 Lnlll|.d nrd s.|,n|.l. REPORT OF CONCRITE TEST CYLINDER DATA t<^UunW,.'l(|l[cTr'.no.trrrTs.ntfFtnE^'|ol||i:rll.!T\,|[nfJY'r[sA4f$!mr!nrDAlr|r.0rfr!r{--TKf'tB(ro,[cl|t'.rl,lDo0r ar. stlrTut rE c/rrr.t.trixtf on rxhrcts lnov rn ,tr: rll)rtt) 4ouqj.ntr urt l-st on{t re|ur|'Drtr|l3 l,r[ rrfi Lo lo lrl llllllllt;. ^ Eir,' o. ,-l ilirr-lo-- 'r comoqt,- aonr ||.. Cutl IJA a/m TO: TgWN OF VAIL JOtl No.4 398 90 DATE: 8-27-90 Attn: Mr. Stan Berrynan D tLy REpOtff NO. SHEE1 2 OF 2 P.O. Box 100 Vail CO 81658-0100 ltwolcE NO' PR0JECL Addition to vail Transportation Center, Vai1, Colorado, PI-ACEMENT LOC.AI'ION: Level 3, New Structure,Floor S1ab., Lines A0 to B,Grid 36 to 49. I}ATCH TICKET INFORI,{ATION: SUPruER Western Mobi 1e mucl( !ro. 46 4:57 P.ltl. ncKET lro. 1g3g Mrx DESICN NO. C CU. )O. I nME ARRwED 5:13 p.M. TluE PtrcE 5;30 P.M.NME IT^TCIIED FIELD TESTING INFORMATION: nuE rEsr vo(ot 5:40 PM sluup 4L fN. /\Jn @NTO{r 6. 8 ; WEr UNn WEclr 1'40.3 pa. sJAr.lPLE ]E}/P. lN. ArR coNrDtT 4-grwAtgr DDID AT sfTE fi hl f19!lt(" 71o,rrn reilr. 75o 8 of 40 ydsJOB SPECtnCAnOits surMP 3- s CYUNOER INFOIIMATION: no. oF cyuNDERs 4 r;1lnroEt stzli 6rr x 12rt llur c/Lll'tDElts c-/.sr 5:48 P.M.wHstE c^sT 0n-Sitc CURING INFORI,{ATION: lHltU! CURE On-Site RE o sToRr6E FlCtLmEs Cure Box MrN./[rN(, o/\rEnME AT r.AB" 8-28-90 OAIE srRPPg) 8-28- 90 ttY: B . Carr nEllrRKS AGE DAIiS oAlE IESIE' Tgt L t.o !(rrs)Dt uElF-n 0r€1r€s) lJltJ\(so. rN.) @uP, sm.(t5l) TYPE OF fIIACTURE CNJNOB wEtoflT (LIrs) crllHo€R uNtr wflclfr(rcf) 7B 288 288 288 9-5-90 9-24-90 9--24--90 9-24-9,0 98, 000 6.00 6.00 6.00 6. 00 28,28 28.28 jI 'r 9, 78,28 3470 con/split oEstcN STRENCIH 4500 PSI ozD D{Ys !f5TS ltt t Dqr^ro{lt nftts.toln rtr fl |.rroflo^lrcf, ?tnl Aa'nr: ntf aslu |,f-1|('D3 Infir:s onlfjtxlsf 'lolEogouE lfllu$r^lloN oll lllts llsr RtFoflI 14 Y tf rRwlDtD |tl ollll'it' coP,ES ffi:H:"T'n:.fi;:;'"cture; PCL Construction Services; Western Mobile; URS Consultants; Mr. Gary Murtain; B. Carr T. Laucli.ck FIELD OBSE}ryER APPRO\GD TT Clrcn€Northcnr,Inc.','|Elutn lngL|.<t {.d 5<l-ibl. REPORT OF CONCRETE TEST CYLINDER DATA l!^Uull|ll'rrn'rcItxrD.tlt|lf3.r'tfnftr,{'(x|tlllv\||l.rfmfF''[$'ntn.DA3tlrc4rfrD|NlWr.'(fmYrr.l,ncl['.'5.l,lo^lmt)il,Amrvj{ ar nltTltur:! rrr(:r rr.fF8 on rxFA;rs rnov (tt rtcrrrDnrocorrnlnl urdtss (m(t lrrwrotvttoJ l,rt rajrrt o lo |rl wRllolc. ^ n*.- .. rr-. I ijjill o-'' .. c.,r..,r- lod r5, CutllJ ./0o Tar.ru: TowN 0F VAIL JO' NO.4 398 90 p419; 8-28-90 Attn: Mr. Stan Berryman DAILy REpORT NO. SHEE1 1 OF 1P.0. Box 100 Vail CO 81658-0100 lr'lvolcE No. PROJECT Addition to Vail Transportation Center. Vai1, Colorado. PLACEMENT LOCATION: Floor Sl.ab., Level 4, Line B to 89, Grid 8 to 11; cu. )o. 8 I]ATCH TICKET INFOR}TATION: SUPruER Westcrn Mobi le rnucK lro. 49 7:30 A.M. ncKEt No. 185 7 Mx DEStcN r.to. C nuE tArcfiE)nuE lRRrvED 7:45 A.M.TluE PtccED 7:50 A.M. FIELD TESIING INFORMATION: lluE lEsr T r(EN 7:58 AM sLUuP 5L lN. tN. AJR @lrrElfT 7 .21wEt uNn wEcfm57.0 AR COIIToIT 4 - B'r WATER ADD€D AT S'TE pcl. sArPLf ElrP. 7 10 AJR TEli P.65 o fl c,or. nounrcs 32 of 67 ydrJOo SPECtnCAnOlts stuvP 3-5 CYUNOER INFORI./ATION: Iro. oF cyttNo€Rs 4 cnJl{rrnt stzE (rtt x 12rt IME crLrNbERs c^sr 8 : 06 A.M .wH€tlE c,|\'r on-Site CURING INFORI,{ATION: tNnul cuRE On-Site Ro.o srorucE Fi\ctullEs Cure Box M1N./[A)(. 9ATE/1ME r,r !,M\ 8-29-90 (urE $Rtppg, 8-29-90 tff: B. Carr RD/^RX* AGE DAI6 t),TE TES'IE' TUTAL LO^D (1..B5) ur uEIr'Jl (NCtIES)A'ITA(sq. rN.) couP. fln. (Psl) TYPE OF NI^CTURE C'TUNDEN WE}O|JT (urs) C/UNDFN UNIT WE}CI{I(Fcn 7 28 28 28 9=4-90 9=25-90. 9-25 -.90 9- 25-90 96,000 6.00 6.00 6 .00 6. 00 28.28 28.28 28.28 28.28 3400_conlcal D6|cN STRENCII{4500 Psr o 26 DAls tESn; tf l-|ryn^tofiY nrRs.'rl|ln AtrF ol Ltr|.rD rlcf ivrtrl ^r'Pl na'r f a<'! lt-lllolts llrrltJs onltJnvBt llotfo s{rl€ l{o{nalprl oll llxs lts Rtt'ofil ll Y lf a80vl0(D lrf oll[ns' PROGRESS REPORT: Test sanples taken frorn trrrck di-scharge; copttrq Michael Barber Architecture; Anclerson G llastings; pCL Construct.ion Serviccs; Western Mobile; URS Consultants; Mr. Gary Murrain; B. Carr T. Laudick FIELD OI}SIF/ER APPRO\ED tr/ ChcndrNoilheln,Inc ntl'iSEPr4$90 REPORT OF CONCRETE TEST CYLINDER DATA ffirrt[lE^'|oflt|t3]l-w-r|ttIrmms^,'[st,i!'rrlnAsr|Ffor'rDl'|fw.'t|rr''rFor.x,ntttf.l.ts.,,0lmrr,^mtl'l'l 'r.'(rrt.'rg'Its.c.}|ctt'.il'Fonrnnrcrs''nrl.'lF|d^,|Dn4*o"rx,'fi.'s'.iiij,ir..'iri.rrriou,i-ornw|{|l|tnMrtA.':ouFLlnt urnls:t on|tt ,ntw€rD/utl' lr[ 16 ttD lo ltl l+lllllllc. r '-n' !. wl iliiTl r*+ or c"-'onr- trrir rb. Cr.f,llJ {,/eO 'a.{lu.|1 tnql'*. ..d !.r-lhr. To: Jou No.4 398 90. DATE: 7^2-90TOWN OF VAIL Attn: Mr. Stan llerryman DALY REpoKf NO. sHEtrt L 0F 1 P.0. Box 1.00 Vait co 81658_0100 lNVotcE No. PRGJECT Additi on to Vail Ttansportatiort Ccntcr. Vail, Coloraclo, Wall on Line A ftom Line 11 to Lj"ne f5; I]ATCH TICKET NFORIIATION: suPruEx Western Mobi 1c rcKtrr No. 0L0691 MX oEstcN M,. A cu. ro. 8 IIUE ARflt\ltl) 9:05 A,lrI. TIME Pt/AcED 9:10 A.l'1. FIELD TESTING INFORI"IATION: nME Ttsr r xElrg:25AM sLUUP 7 Aft @NrEl{T _ _ : v/Er UN11 wr]ctr 1,45 . 5 pcr. ^R CoNTEITT 4- 8 I WA1ER ADDED AI sfIE 5 S rrPt€ TB/P.680 ,un relP.70o 60l. nAllRKS: CI1INDER INFORMTIONT llo. oF CT1JHO€RS 4 r.5n noE t stzt.- 6rr x 12rr lur c/uNDt,ts o\5r 9 : 35 A .lt'l .w}{r'IE G,\5T On-Sit CURING INFORI,(ATION: tllllul cURE On-Site RE-D sTofilGE F,rcrltnEs Cure Box MIN./HN(, o IE/rnuE ar r.,ur. 7-3-90 OAIE SIRIPP@ 7-3-90 UY: B, Carr RDr/tRKs TTPE OFnt cTUnE cenicaL shear con/shear confsplit 320_0- 4Bf 0, 4920, 4880 28.28 28.28 28.28 28.28 6.00 6.00 6.00 6. 00 9-O,S0o- L36,0o0" I, 139.,00.0. 138,0.00. 7-9-90 7-30-9,0- 7- 30-90 7-30-90 28 28 28 3000 psr o 26 oArs rEIS r' |Jlgt^lofit ltnsrrlrtfl. rrra ol Lrjfitr+rcf wlnl rtttl r}lrt r5lv -ufrlx]|" tltrll5 olllt''nrE[ tloltD sott $ltoltulllox 6ri iirrs -risi- ru'oru u^Y tr Pmtwlt.o lr ollluls' Test samples were No air content due obtained from to equiPment the end of fai lure. punp hose. B. Carr T. Laudick FIELD OBSERVER APPROVED I]Y coP,Es Iillil:"T'i,::.iill;'"cture ; PCL Construction Serviccs; URS Consultants; Ittt|r$ ls ir chen€Northcrtt'lnc i'--; sEP t 4'rg',io ' 6|pluri,t (,rgL*r .nd 3c|..nlit. REPORT OF CONCRETE TEST CYLINDER DATA ^t^$mu{.m.mcrrFrD6ri'T:(Tl|iFFf^,|ot|||lit|.1/T\.|tLnrmnTsrncslIn.mtDA3trfco|'!olxn^t-.JIr'''rY('dmc||trrTs.l,|o!m(Ffl lI|0|.l|n[irj- 'r.tN|r!it.ttutFr3..',|Ctl,.lt'GoIrrFEts'lorldtF'Gr,4)h|o"un*r'.,,fi..n,.iiiji.inirinlold-oulcounrnD ut{r53 (nl{,i ratw€(,,t)ns Ar[ ratrlfo lo lll wlltllllc. ^ l'rcrr- .r u-lilff f lr.r or .o.n!.r{.. trri ||.. cra(l tl a/r0 Toi -- Jou No.4 g9B 90 DATE: 8-.29-90TOWN OF VAILAttn: Mr. Stan Berrynan DAILY REPORT NO. sHEEf 10F 2P.0. Box 100Vail CO 81658_0100 tNVolcE No. PROJECT Addition to Vail Transportation Ccnter. Vail, Colorado. PI.ACEMENT LOCATON: Cross-Over Deck; BATCH XCKET INFORITATION: suPruER Western Mobile Tnucx Mt. 106 ncKEr No. 1894 Mu DEsrcN No. C cu. lD. 8 nME B ICHE) nME ARRIVE Tlu€ Pl'rcg, - - FIELD TESTINC INFORI'ATION: IIE lEsT rlxE]t 7:52AIvl SLvuP 4Lz Nn coNrExrs.4 :wEr UMT wEfln -- ern covrs.n4-8 ,t wAIER AoDeo At stIE pc{. SAl/Pt.E "lEgP. -- AIR TEIP. 8 ,;or. nolr'Rr(s 8 of 32 YdsJOO SPtCtnCAnOt$suup3-5 lN. tN. CYUNOER INFORMNTION: tro. oF cyuNDERs 4 r,"ftJNoor stzE 6rr x 12rr lluE CrIJNDEFS c,rsr 8 : 00 A.M.WHERE c^tt On-Site CURING INFOR}.IATION: llrlnAl CURe On-Site R&D srDRrGE flCltmEs Cure Box M|N./M x. rarE/nuE Ar r.,,A&8-30-90 lrarE SIRIPPE) 8-30-90 Ef: B. Carr REll,{RKs ACEot5 IIAIE ]ES"'ED Tgra to o (rlts) DITTTEIfJI (uc'rEs)^,lFA(sq. N.) @uP. fln. (PsD TYPE OF F'IUCruRE cniNDE l w€ro+{T(uts) qTNDER uNfr vrElc|{r (Fcn 7A 28A 284 284 9-5-90 9-26*90 9-26-90 9-26-9-0 96,0.0.0 6. 00 6.00 6 .00 6. 00 28,28 28.28 28.28 28.28 3400 con/sheal OESrcN 5IRfNGIH 4500 Psl o 26 D{ls lfsrs or r,{xtr^noftf rl Fsotl}lrl Ant trl aatrl u]lcf wlnl rrfi f)fl r Aslu ]rr.Ix'm lttltlSS onlf'ifltl l()lfo 3orf, lttlofitlllKllr ott iirrs ttsl tltnoBr uAY tf Pirtlvxxt It oolut$' Test sanple taken from truck discharge;PROGRESS REPORT: coP,Es H;:i:1,,';"lll.li!li'""'"""' PCL Construction Services; Western Mobile; URS Consultants; Mr. Gary Murrain; B, Carr T. Laudick RELD OBSERI/ER APPRO\ED BT a. l ChenilNorthenr,Inc '..idt .>2 b9rFr li|{ Ll-{t l. REPORT. OF CONCRETE TEST CYLINDER DATA {s^u|'[(.Foo[cF'|mnfrrs.TrttnFE4lndF1.|.vl\.,ll!rFon'sl,{slmrifrnA3I|Fr,|'lt'|'|lul..F|rxin'Yofqrfc||D'tsr'Am|,^!n|n.do'5|^[ulXBi.o'|.ltEx'G.'nrXF,clsnmrf.{'rtG,.,rf}'r'olrrnrnir.t.'rs'.iii:rr trrural.nD ur.t[:ll on|ll lnrutqvuJlt |,it raJllt.o Io ltl w{lllllc. I -'r' o. rrl i'iir-'il e.-r o. G6r.ib. .o.rn r... CUZI|J r/3O Tn. TowN 0F VAIL JoB No.4 398 90. pa6' 8-29-90 Attn: Mr. Stan Berryman DA;LY REP9RT NO. sHEEf 2 oF 2 P.O. Box 100 Vail CO 81658-0100 lt'lvolcE No. PROrJECT Addition to Vail TTansportation Center. Vai1, Colorado. PIACEMENI LOCATIONJ Level 4, Deck Topping, Lines B to c,Line 11; AATCH NCKET NFORI,IATION: SUPruER Western Mobi le TME S^rcHE) tnuo( No. Il7 t2:L2 P.M. ncxEr No. 1924 MX oEsrcN uo. C cu. ro. 8 nuE ARRfvE) L2.L7 P.M.IUE Ptrcq) 12:40 P.M. RELD TESIINC INFORMATION: IME IEsr rlrcl{ 12:50PlELuuP 4, JOtt SPECFICAIIOIG suruP 3-5 pcl- a lN, tN. AJR AIR coNrEt{r 7.2: wEr uNr wEc}n coNrDrT 4-8 I WArgl ADO@ Al srE sAnpu 'tElrp. 71o ,ln rarp. 70o ftr. nEu^'o(*8 of 150 yd3 CYUNDER INFORMANONT M'. OF C'UNOERS 4 wHEnE c,^sr On-Sitec,n.rlDER srzE 6tt x L2t I 'llME CrUNDEtts cASr 1 : 00 P .M. CURING INFOR}/ATION: IN]IUL CURE On-Site flerD flORAcE FrCtLmEs Cure Box UN.,/Mru(. O IEnllE 11 Ura 8-30-90 DAIE SrR|Ppq) 8-30-90 ry: B. Carr RD{A8X* AGE D\15 DATE IESND TgtAL LO O(ts)ut lrErr_n (n'rcHEs)^,lr(so. rx.1 @uP. fln. (Psl) TYPE OF FlUCruRE CTUNOER WE'criI (urs) cruNo{R UNTf Y/E}GI{T (Pcrl 7B 28B 288 288 9-5-90 9- 26-90 9-26-90 9-26-90 9-4, O00 6.00 6.00 6 .00 6.00 28.28 28.28 28.28 28.28 3330-confspli! OES'GII S'RENGIH 4500 Pst o 2ll 0^lr lEsns ttt uDquroFr rfRs(trrFl rr.t |rl /a:.itro rrcf, firtl lrt|lr]Aoll a$r' |,ern05 In{ t:l Ollltt EE l|()rto 30{E lllt olnr rxrn otr l1||5 t(sr Nltvfil lrY ta F ('I/l0t-o ut ollllns' PROGRESS REPORT: Sarnpl.e taken at truck dlscharge. coP,Es xil:i:l'T"lli.lilli.""*""' PCL Construction Services; Western Mobile; URS Consultants; l''lr. Gary Murrain; B. Carr T. Laudick RELD OT]SE WER APPROVED tlf TC[llN Attn: 75 So. Frontaqe Foa.d vail co 8L657 Job No. 4 398 oF \iArr, INDEPENDENT TESTI!-G".Q .,r, , Lt lggti r\4r. stan Berrrtnan - INSPECTION SERVICES IN€.::r; 12084 VASEEN COURT coNrFER, COLORAOO 80433 (303) 674-7560 Th'i s report addresses the field inspections of precast welded connections and f ielci installed expansion anchors at steel haunches for conformance to Project Standards. Attached as page 3 of this report is ITIS' "List of Outstanding Discrepancies". This is a standard form utilized to aid in the tracking of items found to be in nonconformance to current Proiect Standards. 0n the existing Level 4 ramp at the south side of grid line C on 18 line it was noted that the first steel haunch has only 18 of the 20 anchor bolts instatIed. This item has been entered on the attached 0.D. List as item #1, page 1. 0n the existing Level 4 ramp at the south side of grid line C at 18.25 and 18.75 lines it lvas noted that not all of the anchor bolts were tensioned. This item has been entered on the 0.D. List as item #2. 0n the existing Level 4 ramp at the south side of grid line C at 18.5 line it was noted that the steel haunch was separated from the concrete wall 1". This item has been entered on the attached 0.D List as item #3. 0n the existing Level 4 ramp going up to the new Level 4 ramp on grid line 8.9 at the east side of 19 line it was noted that the welded connection on the precast wall panel to column embed plate was missing the angle used to make the connection between the two members. This'i tem has been entered on the attached 0.D. List as item #4. 0n the existing Level 3 ramp on grid line B from 20 line through 28 line a 7ta" v{all support assembly has been installed. It was noted that the weld to the steel embed plate was of insufficient length. Sjx inches of \" fi] let is required. What exists is 4tt ef )6r'w€1d. This condition has been entered on the attached 0.D. List as item #5. FIELD OBESEHVATION BEPORT cLtENT: chen Northern DATE: 8-14-90 pRoJECT: vail Transportation center JoBNo. 081490 PAGE 1 oF 3 LocATloN: vail, colorado PHEPABED BY: George Schwandt TYPE OF REPORT: NOT SHOP INSPECTION FIELD INSPECTION X OTHER ViSUAI/M.P. (303) 674-7560 FIELD OBESERVATION REPORT cLtENT: chen Northern DATE: 8-14-90 PBOJEGT: Vail Transportation Center JOB NO. 081490 PAGE 2 OF 3 LOCATTON: Vail, Colorado PREPARED BYi George Schwandt TYPE OF REPORT: NDT SHOP INSPECTION FIELO INSPECTION )( OTHER ViSUAI/ff.P. INDEPENDENT TESTING & INSPECTION SERVICES INC. 12084 VASEEN COURT coNrFER. COLORADO 80433 In the ramp area from Level 4 to Level 5 on grid ljnes B and 8.9 from 19 iine through 29 line the field macie welds on the steel embed plates on the precast wall panel to panel , panel to column connections and double tee to double tee welded connections were Visually inspected and Magnetic Particle tested and found in conformance to Project Standards. 0nthe4'th Level from grid lines A.1 through 8.2 dt 50 feet west of line I the welded connections of steel embed plate in precast beams to haunch and double tee to beam and the double tee to double tee connections were inspected and found to be in conformance to Proiect Standards. In the net{ area bounded by grid lines B.9 from 37 line through 39 ljne and from grid line B through 8.9 on 39 line the field made welds on the footing embed plates to precast wall panels and panel to column connections were inspected and found to be in conformance to Project Standards. The results of these inspections were reviewed with Dennis of PCL. The next inspection visit was scheduledforthe week of 8-19-90. G: l,lichael Barber Arctritecture, Attn: Itlr. Scott Ward; Anderson & Hastirqs; PCL Construction SenriceS, Attn: Ivlr. Deruny Arrncgr ; U.R.S. Consultants, Attn: Mr. l,es I,lood; Ivlr, Gaq/ ilturriary INDEPENDENT TESTING A INSPECTION SERVICES INC. 12084 VASEEN COURT CON IFER, COLORADO 80433 {303) 674-7560 Page 3 of 3 LIST OF OUTSTANDING DISCREPANCIES Location: Vail Transportation Center Jobrf: 091490 Date:8- 14-90 Inspector :_ _Ggorqe Schwandt Page: I of I ten Datert,ed tensi oned t the existin at 18.5 'l ine the steel haun from the concrete wal'l At the existinq Leve'l 4 Level 4 ramp at orid line B.9 on the east side of 19 line the welded connection is not complete on the Drcast embed connection 0n the existinq Level on qrid line B from 20 throuoh 28 lines there is i nsuf f i ci ent we'l d I enqth on the wa'l I suppor STRUCTURAI- MECHANICAL AilO MATERTAIS TESTINo TCDJI\] OF \17\II' Attn: Mr. Stan Berrlman 75 So. Frontage Road Vail @ 81657 INDEPENDENT TESTING E INSPECTION SERVICES INC. 12084 VASEEN COUHT coNlFER, COLORAOO 80433 (303) 674-7560 FIELD OBESERVATION REPORT CLfENT: Chen Northern DATE: 8-22-90 PROJECT: Vail Transportation Center JOB NO. 081490 PAGE 1 OF I LOCATION: Vail, Colorado PREPAHEDBY: George Schwandt TYPE OF REPORT: NDT SHOP INSPECTION FIELD INSPECTION X OTHER Vi sual /M. P. T This report addresses the field inspections of field made welds on structural steel embed plates and on precast panels for conformance to current Project Standards. At the following three levels and six locations, Visual Inspections and Magnetic Particle Testing were conducted on the welded connections of precast double tee to double tee, wall panel to double tee, and wall panel to wal'l panel connections and were found to be in conformance: on Level 2, elevation L72'-06ti'from grid lines A0 through B and from 36 through 39 lines; on the ramp to the Third Level at e'l evation I72'-06%" to 178'-04" from grid lines B through 8.9 and from 35 through 39 lines; on Level 3 at elevatjon 183'-06t2rrfrom grid'l ine A0 through B ljnes and from 36 through 39 lines; on the ramp to the Fourth Level at elevation 183'-06%" to 188'-06%" from grid line B through 8.9 and from 35 through 39 lines; on Level 4, elevation 195'-01" from grid lines A0 through B and from 36 ljne through 39 line; and, on the ramp to the Fifth Level at elevation 195'-01" to 199'-09-3/4" from grid line b through 8.9 line and from 36 line through 39 line. The results of these insepctions were reviewed with Ashlee from Stress Com. The next inspection visit is scheduled for the week of 8-26-90. OC: l4ichael Barber Architecture, Anderson & Hastjrgs; PCI., Construction Services, U.R.S. Consultants, Attn: Mr. Gary ltu:rian; Attn: Itlr. Scott Ward; Attn: !lr, Denny Affpurt I"lr. Les Wood; \ lCf,JN OF \AIL Attn: l"tr. Stan 75 So. Frontage Vail Ctt 81657 - INDEPENDENT TESTING T. HH* nsPEcrroN sERVTcES rNc. I2084 VASEEN COUFT coNrFER. COLORADO 80433 (303) 674-7560 ffiI| lr,. 4 /g!(. FIELD OBESERVATION REPORT GLIENT: Chen Northern DATE: 8-31-90 PROJECT: Vai l Transportation Center JOB NO. 081490 PAGE I OF 3 LOGATION: Vail, Co'l orado PREPARED BY: George Schwandt TYPE OF REPORT: NDT SHOP INSPECTTON FIELD INSPECTION X OTHER Vi Sua] This report addresses the field inspections of structural steel embed welded connections on precast pane'l s for coitformance to current Project Standards. At the following separately listed'locations, inspections were conducted on field made welds on embedded plates in precast double tee to double tee connections, double tee to wal'l panel connections and wall pane'l to wall panel connections and were found to be in conformance to Proiect Standards with the exceptions of the below listed nonconforming conditions according to specific levels and areas. Area of Inspection Level 2 - area bounded by A0 through B from 33 to 36 lines 0n the Ramp to the Third Level - area bounded by B through B.9 from 32 through 35 line Nonconforming Items 0n grid 8.9 at 33.4 on the Ramp to the Third Level' the welded connection was found not ful 1y welded. This item has been entered on the 0.D. List as item #6, page 2. Area of Inspection Level 3 - area bounded by A0 through B from 33 0n the Ramp to the Fourth Level - area bounded through 35 lines Nonconforming Items 0n grid 8.9 at 34.7, the welded connection was This item has been entered on the 0.D. List as through 36 lines by B through 8.9 from 32 found not fully welded. item #7. Area of Inspection Fourth Level - bounded by A0 through B from grid lines B through 8.9 INDEPENDENT TESTING & INSPECTION SERVICES INC. 1?084 VASEEN COURT coNlFEH, COLOBAOO 80433 (303) 674,7560 FIELD OBESERVATION REPORT CLIENT: Chen Northern DATE: 8-31-90 PROJECT: Vail Transportation Center JOBNO. 081490 PAGE 2 OF 3 LOCATION: Vai I , Colorado PREPARED BY:George Schwandt TYPE OF REPORT: NDT SHOP INSPECTION FIELD INSPECTION X OTHER Visual Nonconfonning Items 0n grid A0 at 34 line, it was observed that the steel embed plate in the precast wall panel to double tee connection was missing thus not allowing the welded connection to be completed. This item has been entered on the attached 0.D. List as item #8. Area of Inspection Ramp to Fifth Level - bounded by B through 8.9 from grid lines 35 through 32 Nonconfonning Items 0n the south side of B at 34.5 line the welded connection was found to be tack welded in place, only, at this time. This item has been entered on the attached 0.D. List as item #9. The results of these inspections were reviewed with Ashley. The next inspection visit was scheduled for the week of 9-2-90. @: I,fichaet Barber Arctritecture, Attn: I"tr. Scott Ward; Anderson & Hastings; PCL Construction Senrices, Attn: l'lr- Denny Armouri U.R.S. Consultants, Attn: l4r. Les Wbodi I\4r. Gary l{urrian; INDEPENDENT TESTING A INSPECTION SERVICES INC. 12084 VASEEN COURT coNrFE R, COLORADO 80433 (303) 674-7560 Page 3 of 3 LIST OF OUTSTANDING DISCREPANCIES Location: Vail Transportation Center Job#: OetaqO Date: g-31-90 Inspector: _ Georqe Schwandt Pagei .2 of 0n-qoinq double tee to connection welds STRUCIURAL MECHAMCAL Ar'lD ilATERIAI.S TESTIMI Chcn{rNorthq'rr, hrc 4olnlnD uanlss orr(t rnR4o0run3 |J|t ffJlt Lo lo ol w{lllrc, ^ .'-'*- or u.l ti[tl e'-+ or co''F, .. lr,rn 15. C|rtl |.JA a,/eo Rt['D NOV 0 9"1990 tn!'i*' n6'r !4t-"'t' REPORT OF CONCRETE TEST CYLINDER DATA tt^Utnu|inftcrnlD.l|f'|Ts.T||fF'rrEA,|of|R3ll.l4'r.l|.f'mm3^'{''ltmrftllnAttl|rfo|,|ol'.rw-.nt()'ilfrr'.orst.lfU.'r's.D.tE1|6r't3o[rrF^Gt3rmr|o'lntcr,'r'[r,.,o.''o#.i',;'.iiijii#li.rliiooc-o.,q. le: TO1{N OF VAIL JOo NO.4 398 90 DATE: 10-3-90 Attn: Mr. Stan Bcrryrnan DAtLy REpORT NO. SHEE-f 1 OF 1P.0. Box 100 Vail CO 81658_0100 tNvotcE No. llglqqT Additiorr to Vail Tr:ansportation Ccnter, Vail, Colorado. PIACEMENT LOC.AI.ION:- Roof Slab, Stair No. 4; Level- 3, Walls, Stair No' 10; I]ATCH TICKET INFORITATION: sUPruEn Western Mobi lc cu. m. 8 nHE &\TCfiU)nME lRRrYtD 1:08 P.M.nuE PL/AcED 1:16 P.M. rnucr( }ro. 46 12:52 P.M. ncKEr No. 2632 MU DEslcN ltto. A FIEI.D IESTINC INFORMATION: nu€ IEr v}<u 7:22 PM sLuup 2\ tu. tttt col{rEln 5.9: wEI uMr wEGttI 141.9 pd. sArlPl-E TE}lt'. 69" Nrr 1f!P.50o Jotl SPf,CFnAnOIG SuIp 3_5 rN. AR CoNTBrr 4_gI wAtER ADD@ AT Sm 3 ,hL ROt^nXs c.Yl nDE,l stzti (rrr x l2tt 1ME cruNDgts r:r-sr 1 I 30 P.M.wllt]lE c^sT 0n-SitcCYUNOER INFORI,I,ATION: lro. oF cI1JND€RS 4 CURING INFORIO\TION: NIUL CURE On-Site R11D 5TOR cE F ctunEs Cure Box MN./I{N(, D1TE71SE 11 p6 10-4-90 o lE stRtppgr 10-4-90 Fr: B. Carr REt.rlrnx& AGE0l€OAIE IESTTD Tgrr.! l_(nD(us)Dngflrjt (lr.rclrEs)^'lt(sa. rN.) couP, sTn. (15r) T/I'E OF FIIACIUne cfljNOOt wFJCa{r(urs) c-Yt,ltDDl ul{Ir wf'rg tr(rcr) 28 28 28 10-10-90 1-0-31-90 1G3r.-90 10-31-90 107,500 1,47, 000 _149,500 L41,000 6.00 6. 00 6.00 6. 00 28,28 28.28 28.28 28 -28 3800 5200 5290 4990 con/sp1it con/sp1it con,/sP1it con/split OTSIGN SIRfN6IH 3000 Psl o 26 D\16 |Itts Br tAxn roKt rrFtsrtrttl. lAf tlt ,{rnnoprjt finl AF-l rTntf A<lu |,F.rlKttt:i tnn |:3 otlll,lntlj{ tlolto lout llltonrulntl oll llltS ltst mJro|rr u Y af nlKldo(l) rt 0lll['l3' Test sanple taken frcrn truck discharge; Pwrp jn use; coP,Es xi:1il:"T'ffi:.il;ll'"cture; PCL Construction Serviccs; Western Mobile; URS Consultants; Mr. Gary l4urrian; B. Carr T. Laudick RELD OBSEFUER EPPROICO gT ChcnSNorthcnr,Ilrc 'a,qrl,,vr l.nrtr..,r n.{ l4ldnkl. REPORT OF CONCRETE TEST CYLINDER DATA tr^r,imu|r'r0iIGTt'|ron[[r:t.n[FIrE^,rndnrIt'!l-t|tln'mfr:(,''l5|'i{rnl]'At|'|rfo|'rlxt.fw..ffr.ttrfdnnar or tia.ftrrttrrs" rtrrq l,arrF on rxlnfrJ:t rH,rr fn Fl.: nDDm 4fru|'LtnD ua4lJ3 on|t| fan aro(rafials l,|l. ,rrtllo lo ltl lflrllltlc. ^ '-'$- 6r rl.l riiille'.,r o. co.nF.r- trftr Ir. cl.tllJA a/'o TO:T't{N OF VAIL Jolt No.4 ig8 90 DATE: 10_5_90 Attn: Mr. Stan Berrynan DAILY REpORf NO. SHEEr 1 OFlP.O. Box 100 Vail CO 81658-01.00 lNVOlcE No. Footing, Level Ore, Line 11 Ld L2i BATCH NCKET INFORI/ATION: suPruEn western Mobilc . rnucx lo, 46 ncxEr l.to. 2667 Mu DEsrcN |ro. A cu. vo. B nuE IrATCIIED 1.2:18 P.M. nME IRRwED 12:32 P.M. nME PllcED 12:50 P.M. FIELD TESNNG INFORMATION: ]luE IEsr Tx<ot l-:05 PMsLuMp2 3/4tH. arn coME|tr 5.2wrr UNtr wEctr143.2 pa. S^IPLE 1LxP. 68" A,lR ]tr/P.60o .Joo sPEctnclnolc surup 3_5 tN. AR coMrENT 4_grw rEn ADDED Ar stTE 4 hL nt}t nr(S CI1'JNOER INFORI'ATION: NO. OF CIIJNOrFSS 4 r,11lHr)rit srzE 6|| x 12|'llMF CtuNDE,ls C Sr 1:20 p-lrl-WHF-NE C^57 0n-Sitc CURING INFORMTTON; IMIUL CURe On-Site RaD sTofi 6E FrcrrmEs Cure Box MN./MA( oATL/nME Ar u,rg. 10-8-90 DAIE srnrppE' 10-8-90 rr: S. Urton nDr^RKs AGE|xrt DATE ]ESIE rgr L toD (LBs) DUXEIEN ([{cl rE5)NrEA(sa. Dr.) couP. sTn. (Psl) ]YPE OF nucTunE (iruNDFII wElcllI (urs) cruNocR uHtr wElar(Pcll 28 28 28 1r12-90 LL-2-90 rL-2-90 11-2-90 97, 000 150,000 152,000 154,000 6. 00 6.00 6.00 6.00 28.28 28.28 28.78 28.28 3430 5310 5380 5450 confshear con/shear con/ shear con/ shear DESIGN STRENGTH 3000 Psr o 2n 0Al€ rEsls lr urgl^rortY |'f ngtDrn A f lfl &rnnurJnf trlll Anltt r}rt|f allu vt-llnoa tn{ tjs Onurdrt( l()ltD sollt |tll onu^lKltl otl lltts ltsl lrfFonl r^Y lf Pltofl)|D lrf ollll,ls. PROGRESS REPORT:Sanple taken frcrn tmck dischar.ge. coPrcs Xffi:il:.T'ffi:.ffii1'"cturc; PCL Construction Serviccs; Wcstern l'lobile; URS Consultarrts; Mr, Gary Murrian; B. Carr 'f. Laudick FTELD OI]SEf{VER APPROVED I]Y ? ChenSNorthcnr,lnc IIME ITArcHU) REPORT OF CONCRETE TEST CYLINDER DATA JOr] NO.4 398 90 DAILY REPOTfi NO. INVOICE NO. rlcKEr No. 27ts nuE ARnrvED 9 :01 '..ElJnl Lrgllre. .trt S.lt{ht. DATE: 10-9-90 sxEEr 1 oF l.ro, B cu. vo. 8 ruE Puco 9:14 A.M. TOWN OF VAILAttn: Mr, Stan Berryman P.0. Box 100Vail C0 81658-0100 PRqJECT Addition to Vail Transnortation BATCH TICKET INFORI"{ATION: suPruEn Western Mobi lc rnrp< rro. 49 8:51 A.M. Centen Vail. Colorado. Slab-on-Grade, Level 1 to 2,Line B to C, Line 31 to 331 MIX DESICN A.M. FIELD TESTING INFORMATION: TIME TEsr r,uor 9:25AM suuup 6 -- : \tEr uNIr wEGltT L47 .6pd. s^.r,tPlf TE),|P. I WArEn ADDED AT SrfE col. nO*\nKS 70o^iR TDIP. 40oF CYUNOER INFORIVIATION: llo. oF Gv{JND€RS 4 rruNDEn stzl:' 6rr X 11rt llur cruNDEns c.l,.sr 9:38 A.M.wHfnE c sr 0n-Sit CURING INFOR}TATTON: lNtluL cunti On-Site nELD sToR 6E r^cttmEs Cure Box MN./ilN(. o TflnuE er r,ro10-10-90 oArE stRtppq) -10-10-90 Ery: S. Urton Ror nKs: 3080 4490 4690 4620. con/split con,/sp1it confshear con/shear 7A 284 28A 284 10-J.6-90 11-6-90 11-6-90 11-6-90 28.28 28.28 28.28 28.28 87,000 I27 ,AOO 132,500 130,500 6. 00 6.00 6.00 6. 00 oEstGN srRfl.rGTH 3^500 PSI o 26 oAYS rf,JTS ttl wxtt loF rlt nS('oltl. Atf ttt ,raaifturr:[ wttll rt{r x}rt f aslu r,t--lllolt'i trucss olltunvgf, }|ortD 30|rf lttuur^r|oll orl llll5 lLsT lltlNofll tr^Y tf l'tltMlxr, uf ollltjls. Sample taken from truck discharge, Punp in use; B. Carr T. Laudick RELD ODSER\€R APPROVED I'/ coP,Es xi::l::,T'ffi:.|;;il."cture; PCl, Construction Serviccs; ulcstern llobilc; URS Consultants; Mr. Gary Murrian; lt^r,lmutr'i'tTcTron[r.T!n|rF|'iE,loo||&srLvT-.,|LI''r'ws,,r(sl,nqr.rrnAl|rc0lirrf{lu|Fftf'.'rrnof(|ln|:t'.nn or statlutrfs, oorEl trrrtG 0n D(lnr4l!4orrnt[D t rntss onr.i {rru||o(![ms lnt raJttfo lo ot w|.rlltlc. a 's'rr,- or rr..l iliiil r-,o or cor,roi,- ? ChcntlNorl.hcnr,Inc '.'Eru,q Ldllir<r .dl 5.16U.1. REPORT OF CONCRETE TEST CYLINDER DATA ^slulmu|''i'lfctY}|I'n[ns'n(Pr[rE,Jloo(,mtl.!rs.,|ln'rlrrTF,,}r:3l,rnt'll|'A.if}[r0''rol'|lw-'r'r'tntyorno{ fr ttln r.ltrr:- airt:t 16116 on flFA:rt {rrunr.nD trfrrlss ollr]ui xrnan'lrlttfl3 ^n( !:tnlu lo ltl Y|Hlllrrc. I r*' oi t- | i-titTl e-- or c66rci]- TO:'tolvN Attn: P.0. Vai I PRGJECT Ccnter. OF VAIL Mr. Stan Berrynan Box 100c0 816s8-0100 Ad<lition to Vai1 Transportat j.on JOB NO.4 398 90 DAJLY REPORT NO. INVOICE NO. Vail, Colorado. DATE: 10-9-90 SHEEI' 2 0F PIACEMENT LOCi\TION:Slab-on-6rade, Level One, Stair No. 12; TIATCH TICKET |NFORIv{ATION: SUPruER Western Mobi le lluE tr TcltED lRrJcK ilO. LI4 12:43 P.M. TrcxEr l|o. 2729 we, DEsrcN lJo. Bi. CU. YD. 8 IIME MRIVED f :02 P.M. TIUE Pt/fcs, .1 :12 P,M. FIEI.O TESNNG INFORMATION: TluE rEsr TAGN f :20PM stUuP 4 JOI' SPECINOANON suJuP 3-5 pct. sAl/PtE TEIP.690 AR rErP.40oF 6 cot. nan K$120 of 128 yds Dr. Aln cot{TErT5.0:v/Er UMT lvE$lr139.8 tN. NR CoNTE}IT I WATEN ADDED AI STTE CYUNOER INFOR},IAI]ON: M'. OF CruNDERS 4 rtrulloER :irzr 6rr x 12rl nME (;YLTNDERS C Sr 1:30 P.M.wllglE c.Asr On-Si te CURING INFORInTION: lNIluL cuRE On-Site FE.o sronlcE F/rcruTtEs Cure Box MrN./M,l.l(, &\rEnuE 11 r,^&10 - 10-90 o^lE srRtPPg) 10-10-90 trr! S. Urton nDr,anxg ACEolT oAtE IESIED tut L Lo.ro(rrs)D[ UrIrJl (rnclrEs)^,tFA(so. ttt.; couP. $n.(r5l) TY?E OF FTTCTURE CYUNDER wE oalT (r.rrs) cflJNo€RuNr v/ftclfl (Pcf) 7B 288 288 288 10-16-90 11-6-90 11-6-90 11-6-90 108,500 152,000 150 , 000 L47,000 6.00 6. 00 6.00 6. 00 )e, )e 26.16 28.28 28.28 3840 5380 5310 5200 conf shear con/shear con/ shear c on/shear r,TsrcH SIR€NGIH 3500 Psr o 26 DAYs lf,snt w u{toar^lrrfr |'t&s(toltl ^ t ol ,aa-oarDrJrc( finl {'ar riarrl as|r] l,tllnm l'r4Es ontt-mtti( rplfD 30ut lMrt$anotl olt ll1|5 lLSl lttFonr tqY lr Hr€MtX' fi olllt'ts' PROGRESS REPORI:Sample taken fron truck discharge,Putnp 1n use; coP,Es xi:::::,T.ffil.fi;ll'"cture ; PCL Construction Serviccs; l{estern lt'lobile; UllS Consultants; l'{r - Gary Murrian; B. Carr T. Laudick FIELD OI]SER/ER APPROVED I T ChcnSNorthq'rt,Irtc ',.hlui1 trql'F.r .dl S.l''lr.l. REPORT OF CONCRETE TEST CYLINDER DATA ti^r,unul.Fr0fcrtoq[NT1!r[nmE!Dol|i3|l.vT\.||lnrm'I5rnf3tmi,iT|rDAsr}ffo'.1o|B.u.'f'${rrfrr(x,nct|l.rrr'{.rq^nw!f3..,'tl|,5r3oIrxtn,r:rsmQv(nf'c.l,|ool|ouo"r-'fi..i'..iiii,irniriJrr.D'r':-orrqrtrlttllpl. ':rrsrat ntr ur,ttss on|lt lxtwlQlrttllJ ,rlt ,a4lu) lo lll wllllltlc- ^ --t- o. r- | ilifl e'-. of co.io.6r- .onn tr.. cutl IJA a/to ro: TOhtN OF VAIL JOO NO.4 398 90 DATE: 10-19-90 Attn: Mr. Stan Bcrrynan DAILY REPORT NO. SHEffl OF1 75 South Frontage Road Vail C0 81657 tNVOlcE NO. PR0JECT Addi.tion to Vail Transportation Center, Vai1, Colorado. PLACEMENT LOCA]IOII:Stair No. 10, Step Topping, Level 3; I]ATCH TICKET INFORI/ATION: suPruER western Mobile rnl,cK No. 44 -ncKEr No.01 2880UlX DESIGN rc. Mi1 f, cu. to. g TIME txTcHED 8:43 A.M. nuE ,I\RRwED 8:55 A.M. nuE PWD 9:05 A.M. NELD TESTING INFORMATION: TfME tEsr T/rxrllg;Je Alvt sLuup 214 tN. NR coNrEl{T 4.4: wEr uNIr wEctIT 142.7 N. s J/PLE TD{P. 680 'tn rorr5gop. JOll SPECInCAnO S SLUUP 3-S tN. AR coNTort 4-g,l wAIEn sm AI CYUNDER INFORMATION: l(). oF c11JND€Rs 4 cru oEn slzr:(rrr x 12r t llUE CYIIHOFRS OLST Q.4q A M wltERE c sf On-Si te CURING INFORIT,IATION: rHfluL cutre on_site o^rE srnpPs) 10-20-90 Rtrl, sronrcE F^crunES [tY: S. Urton MrN./MA(,e\IE,/nUE Ar lJ& 10-20-90Cure Box NE}I^NX* ACE0t€o 'tE TESIE' TUr L LOD (LBs) Dl^UETFJl (['rcl r€s)A'IEA(sa. rN.) couP.sTn, (PSD T/r,e oF f-IIACTURE CYUNOER wElot{I(tljs) CYUITDFXu tl v/oct fi (Pcn 7 28 28 28 .LA-26-. 11-16-, 11-16- L1-.16- 727,OOO 6. 00 6.00 6.00 6.00 28.28 28.28 28.28 28.28 4490 cqni.c al ncrqhN qTFf.a tctl{/ qnn PSt O 2A B{\6 rf,sn3 o/ Lraqurofrt rl S'Ol1 matom. |,tf lll tat$ncf Dt,oalr,t uox otl lllts rlst Ruro(l ,ft rJrx I anu pt-Il ()ft3 |trltl:s onlt,Fll'li' tr Y tf rsovl(x, uY Olllutl. lolto PROGRESS REPORT:Concrete was punped into forms, Sarnple was taken fron truck di.scharge. ..npltrq Michael Barber Architecturc; Andcrson & Ilastings; PCL Construction Services; Western l*{obilc; URS Consultants; Mr. GarY Mr:rrian; q lrr r,n T . l,aud i ck flEI5. O"D.SEH/ER APPROVED IIT ClrcnONortltcnt,lrrc.'J}taltlq lnql,-.r .nr, 3{r{lrir. REPORT OF CONCRETE TEST CYLINDER DATA rs^.|Uttl,t'P'xmcrrroe|r[T:(Il|fF|'tl|t^,0f|f3'|'vf.t.||[armmsr'rslhvn'DAsllffo''Dl'Jfu|..-Fn<Yrfna'.r,[ 'n'..'s|^|T|l'l|ls.or'|c|t6l'6onrXh,rcIt''r,uo{n|.:^,|l||'(|ounarxn7i..n'.iiiliioirirri,rj.,*;-o.'.:(rrr,1t.[tr ur{t-st on(i ,nlw|Jliatxls ,rt .rc'l|Lo lo tl t{Rlllllc' r .ri.' .. rr.li'iiil-le.-' .. G.m'.n]- r.nri trr. CutllJ a/to TOhtN OF VAI.L Jou NO.4 398 90 DATE:10-20-90 Attn: Mr. Stan Berryrnan DAJLY REPOKI NO. SHEEr 1 oF l| 75 South Frontage lload Vail CO 81657 tNVotcE No. PROJECT Addition to Vail Transportation Center, Vail, Co1or149.- PLACEME}rr-TOcAiidM Stair No. 5,Level 4, Walls; I]ATCH TICKFT NFORI,IATION: sUPruEn Wes tern Mobi 1e NUE O^TCHED rnt cx No, 9:20 A.M. ncKEr No.01 2886 MU Tr e ARRll6) 9:34 A.M" DESIGN |lo. Mix A cU. ro. 8 TluE Pl,.fcED 9:38 A.M. 54 FIELD TESI'ING INFORMATION: TIUE ]E'T IIXEN9:45 AM 3LUMP 3% JOB SPECtnCInO S sLlJuP o_ q tN. pc'|. S^flPLE'IEUP' 72o AJn IDrP.35oF g c,ol. nonnrs: 16 of t6 vdS tN.Nn cofrTErrs.l: wEr UNIT wEfiIr145.1 A'R CONTSIT 4_R I WAIEn AOO@ At sm CYUNOER INFOR}i,IATION: ll(r. oF cfljNo€Rs 4 cr1",lrDrn stzr:- (rrr x 12tt nME qry lHnu! cuRE On-Site flELD sroRAcE FlclunEs Cure Box MIN./MA(. o rElnuE Ar l.^It 10-22*90 oArE SIn||'Pg) L0-22-90 tY: S. Urton RE TARK& AGEo)€D^]E rEslu, TUTAL LO\D (LD6) DrAIlflr-n (rl.lcl rEs) Nlr(sa. rN.) @vP. sn. (Psl) TYPE OF F ACN'FE C'UNOER w€,+lT (urs) cauNo€x uNrr wElclr (Pcfl 7 28 28 28 t0-27-90 11-17-90 11-.17-90 11-17-90. 98, 000 6.00 6.00 6.00 6.00 28.28 28.28 28,28 28.28 3474 con/shear IPROGRESS REPORT:l"'--"*- Concrete was placed with a pump, I fhe sample was taken at the truck discharge. coP,Es li::?::,T.H:.ffill."cture ; PCL Construction Services; Western l'lobile; URS Consultants; Mr, Gary Murrian; S. Urton T. Laudick FIELD OOSER/ER APPROVED t T 7 ClrcnONorthcln,Inc 'arirrurq tn9!b'. n^., 5.1-lhl. REPORT OF CONCRETE TEST CYLINDER DATA t9^uutrul.PforcIrr.tD.-l['rntI[lt|iE^,0dti3l|.vf-t.|lLifF'rrs^,|!:slmr'nf''A'tlr|rfo|irftxT!rt|''(t.}l'tfno{rr$rBl,''!r''|6t6r'6onrxnA:!s'inr..n,..c^,ro|oolrrrr.<,,'iiJ,s'.iiiiiin,irjnriirj,r.--l tovrlt.|lD u|lr t5s on{f |tllwrqJ/uo:,r.t ,a,[tfo lo lrl wxllltlc- ^ F !i- G, n l ilf rl-l e'.. o. !o.nrrr.. t6an tl6. CutllJ a/9O Tat..TCWN OF VAI L Attn: Mr. Stan Berryrnan 75 South Fxontage Road Vail CO 81657 PRGJECT Addition to Vail Tlansportation Center, JOU NO.4 398 90 DALY REPORT NO. twotcE No. Vai I , Colorado. DATE: 10-23-90 SHEET 1 OF PIACEMENT LOCATION: - Retaining Wall Footing, 90f South of Line A on Line One; BATCH T1CKET INFORIJATION: suPruER Western Mobile rnucJ( No. f 17 TrcKEr M,, Ol2ggg Mlx DEircN fKr. Mix A cu. YD. 10 nuE tl^TcHtD 10:44 A.M. IIME ^RRlvED 10 : 54 A.M. T|t/e Puc@ 10 t59 a-I{- FIELD TEMNG IIIFORMATION: TluE TESr TXtlt11;Qg[t"t SLUUp 2 tN. Aln coNTE {T 4"4VEr UNr WEG}r L45.2 Ft. s^rrPtI TEI/P. 70o ./ltl TEllr, 3gop JOO SPECIFICT\nO}IS SUrUp tN. llR COMI0{T I WAIE T ADO@ AT s]rE 2 at. nanrnX* rruE cruND€rs c^sr 11 :20 A.M CYUNOEII INFORMTION: IIO. OF GTUNOERS 4 rfi.t Dcn stzc 6rr x 12rr wHEnE CrSr On-Si te CURING INFORI,{ATION: ll'lnut. cuf,a 0n-Site RB11 sroRrcE FlcunEs Cure Box MtN.,/u,$(. E\rElnuE ,rr u,. 10-24-9C oArE 5IRIPPED 10-24'90 ttY: s. urton nElr RK& ACEur€DAIE IES'EO TUf L r.O D (urs) DW{flrJI 0}.rc]rt5) lrlF.,\(sa. rN.) couP. sln, (51) T/PE OF trlrcTunE C'UNDEB wE)oflT(urs) c"fulto€R uNtr woctff(rrr) 7A 28A 2BA 284 10-30-90 r.1-20-90 11- 20-90 11-20-90 101, 500 6. 00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 3s90 con/split oEsbN sTrt€]rclH 3000 Pst o 26 oAYs n:sTS Dl t,rrcn^roflY rrRsft||ln. AFf tll Ltfifiu rt;q tlnr rt'n t}rtf Aq|! rr[Inr|. l'rrllJ5 on|['?E€ llolEo souf lltto{ur lxtn oll ll1t5 tlsr ru${rl r4 Y l{ ItlwrD(D ut ollllns' PROGRESS REPOKI: ..r,,rDrtrq Michac 1 Barber Architccture ; Andcrson & llnstings; I'CL Const, uction Serviccs; Western lt'lobilc; URS Consultants; Irlr. Gary Murrian; s' urton T- Laudick FIELD OBSERVER APPROVED BT Clrcn*Northern,Inc '..Rllr.vt tt{tF.t 6nd S.lalhl. REPORT OF CONCRETE TEST CYLINDER DATA rt^uurN|s.rcrrr.to6r'JT:.n[nnE^'no|,i3'|.vt\'4laI.,!!!!,J{ltntit|rr]'Asll|rc,''l|xXrw.fr|.frr'd.rstlrtu'''ntrn|€]t|'sI'.so[rXm!',lsmorf(nR1c^,|Dl'r'oun"rr",fjn'.iiiJ'.j#o.rriin'ri-o.rrwalttrbl,tosrltnlr uxtfJi on{t atll l4llLt}t|s l,t1t. rc'rlro lo ul wHllll|lG. r .r - 3r rrl iltrl-le'-. or co.no..,r.. lon tro. GlrtlIJA a/m To: TowN oF vArL Attn: Mr. Stan Berryman 75 South Frontage Road Vail CO 81657 tion to Vail Transportation Center Vail. Colorado. JOD No.4 398 90 DAJLY NEPOI{T NO. INVOICE NO. DATE:10-23-90 SHEET 2 OF Island Decking, Level 4, Lines 4 to 6.5 and Lincs A. 1 to C; I]ATCH TICKET INFORMTION: suPruER Wcstern Mobi le IluE s TCHO ncKEr r'ro. 012945 Mu IluE IRRIIED 2:05 P.M. 33 No. lt.wt. cU. )o. 7 llME Pt/c@ 2:10 P.M. lnrJcK trc. 100 1:58 P.M. FIELD TEST]NG INFORMATION: lruE TEsr T xo{ 2:20 PM sLUuP 5 Arn CoNTENTT.l: WEr UMr WEGI fr -- AJR cOl.rTU.rT 4-8IWArEn ADD@ AI SIE sAIPt.E IE}IP. 7 30 UA TEJTP4OOF . (hl. norAnr(* 2g of SZ yds C'TIJNDER INFORI/ATION: !ro. oF cl,tJNDF:RS 4 rrU DE t stzq (rrt x 12r' tluf cruNDERs cAsr w EnE crsr 0n-Sit CURING INFORMTION: Itlnw cufte On-Site RELD sronrcE FActLrnEs Cure Box utN./ur,x. o rE/nuc r,r urrt. .10-24- D{tE SrRtPPg) 10-24-90 ttY: S. Urton RDTARXS conical6. 00 6.00 6.00 6.00 28,28 28.28 28.28 28.28 7B 288 288 288 10-30-90 11- 20- 90 t.1-20-90 11-20-90 82,000 3000 peo26 D$s IEIS Ir' L|OCtUnXnl rf8s.tltrn. ..Ftf nl lltnno tr:( irtnl ^,'fif) rrl Aslv -!t'lrnD' IIII:S Onltt[l3c l|()ftD Sorf lltolllr,rlp oi ltlrs lrsr-mtn.tt rt Y ll. Plio/lD(o fi ollllns' s' urton T. Laudick FIELD OBSER/ER APPROVED I]Y .nDrtrq Michael Barber Architecture; Anderson I Ilastings; PCL Construction Services; Westcrn ltlobile; URS Consultants; Mr- Gary Murrian; Chent)Northcnt,Inc ^ ,*or or u- | riiii-l r*. et co6?o,!,- .||'|n rr.r. crrf,l t.$A a/go ',|.allrq hgnb'. ..d kl' Ll. REPORT OF CONCRETE TEST CYLINDER DATA To: T0NN oF vArLAttn: Mr. Stan Berryman 75 South Frontage Road Vail CO 81657 PR(}JEGT Addition to Vail Trans rtation Center Vail. Colorado. JOD NO.4 398 90 DALY REPORT NO. tNvotcE NO. DATE: 1.O-24-9.A sHgEr I or .1 - r/f\'r-MLrr I L\'\,,.r rvrr; colurnn, Level one, Lines A and 30.3; structural Srab, Lev el 2, Lines 29.5 to 30. Stair No. 1?; Retaining WalI, 40'to 50r South of Line A, 5r to LOt I]ATCH TICKET INFORIJATION: suPruER Western Mobile mucl( tlo. t17 IUE InTcH@ 9:55 A.M. ncKEr No, a72925 MrX DESTCN t'to. .Mj-:c A CU. Yo, 8 nuE ARRIVED -10:10 A.M.llME PL,rcE l0:50 A.lrl. FIEU) TESNNG NFORMATION: TluE TEs'r T r(Ol 11:OOAlvl sLuuP 3 ArR coMElII 4 . 0 ; WEr UMT WEcl n 145. 5 AR coNTo{T 4-B,twrnn IDDcD Al snE pcr. s^rlPLE TEIP. 690 etn rolPSOlf . 4 car. RDr Rt(* 24 of 32 ydr CYUNOEII INFORI,,IATION: rto. oF 6'nJND€ns 4 rirutloER slZE 6tt x 12t'ruE cruNOE rS c,r'sr 11 : 15 A.M MjEItE crsr 0n - S i. t CURING INFOR}TANON; TNIIUL CURE On-Site FlOl) Srgn/AGE FlClUTlEs Cure Box MlN./lt{r,X. oAIEnuE AT uq0-25-90 D IE SrRtppE) 10-25-90 By: S' Urton norAnx* ^'|[so. rN.) 28.28 28.28 28.28 28,28 canical6. 00 6.00 6.00 6.00 106,000 28 28 28 10- 31-90 11-.21-90 11-21-90 71-2I-90 3000 P$o26 D )6 r6xs u lrllrolt Kxlf litFsarttln. ^ r lll /qr.d|o^r(E r/inl ^t{'t r/T f a<rr'--utllxllts ll|rl [3s onfitrn3f, tlolto sotrt trttgnu lxlrl ori-iiiii-risi'rnlont u Y tr ''no'tuto ttY ollltxs' PROGRESS REPORI: Concrete was placed wi.th a pump, Sample was taken from the truck discharge. q |la'rnlt T. Laudick nE"LD b.DS"EiiVER APPROVED Lry coP,Es xi:::::"T"i,r.ffll'"cture ; PCL Construction Services; Westcrn Mobile; URS Consultants; Mr. GarY Murrian; ,l ChcnONorthenr,Inc. rt A sunUl 't EtUtyl lrgln.i nd, S.lathl. REPORT OF CONCRETE TEST CYLTNDER DATA todr}'r3.t||f'.t,trE^,|oflRtll.vf\,tla''l'ftt^rrstmrfrrlDA!'r||r'folllvx'|twF|Frforo{rnCt|t.l.fs'},0Amr'o|l lE|r.nn't|,n1..^. t|iirt6onrxliA;lsmov(,l{tc^,|n'nd,nil^o.rt5ERt..'..Avtt,nrr.o',cirir'i.r'iiititrr.J'F'|0\,{.:',J,t'1|5tv(Iol:or:|.u,n{ lgt}rttals lnt ,a,{tlo Io ltl sllllltlc.rrorr n. slrlTlrt tn3. 4(,ur1lnD un l:3 ^ "-n5- or ri.l I e6.a ol .o.ntaiL. To: TorN oF VAILAttn: Mr. Stan Berryman 75 South Frontage Road VaiI CO 81657 tion to Vail Tra ortation Center Vail . Co lorado. JOD NO.4 398 90 DAILY REPORT NO. INVOICE NO. DATE: 10-25-90 sHEEr 1 0F Sidewalk, 0 to St North of Line A, Leyct 4; I]ATCH TICKET NFORI{ATION: SUPPUEX Western Mobi le TnucK No. 49 ncKEr No.012945 Mlx DESTGN r.lo. Mix C cU. YD. B nuE n TGHED 9:57 A.M. nuE ARRwED10:.10 A.M. TluE PL'cu) 10:20 A.lrl. FIELD TEST]NG INFORMATION: TIUE TE5T TAXOI ].0:SOAM sLUMP JOO SPICIFIG,\NOI{S SLUUP AtR coNIENr4.4 ; WEr UNII WEGIII144.1 sAlPLE rElrP. 75o AIR To/P.6ooF NR CoNrE{r 4-6 I wAIEIt ADD€D AT sm .in.lrloE t srz[ 6tt x 12']lur cyuNo€ns oLsr 10;45 A.l"l. mtoqE oL5T On-SitCYLINOER INFORITATION: t|o. oF GIUNDERS 4 CURING INFORMTION: INIUL CURE On-Site RA.O STgft/AGE FICIfiES Cure Box MIN./MN(. OATE/IIuE T t 110-26-9 o rE SnFPED 70-26-90 ttt: s. urton 7L 28A 28A 284 con/spIit28.28 28.28 28.28 28.28 6. 00 6.00 6.00 6. 00 123,0001 1- 1-90 tL-22-90 77-22-9A 77-22-90 4500 PSI o2o DAYS rETs rt wgr^rqrt ntRs.r|rln. ^rlr trt kxnno^ra[ wrnl lt'r1 xTt||f A<tl' r,fllrxt:l llltl l-s on|trl|l5]E ]loltD s,ovt llltpfir|^l|or{ ott ilt6 rtst-mnont u Y tI. Plto'loto ul oll|tns' S. Urton T. Lauclick NELD OBSERVER APPROVED tT/ el Barber Architecture ; ersoil & llastings; cti.on Services; Western Mobile; ants; Mr, Gary Murrian; PCL Const tn.'r rb. Cu(l tJ /t1t Chcn*Norl.h REPORT OF CONCRITE TEST CYLINDER DATA rl A sunul '''roltcnort al. sr^lflttats, crftl ct |t'Jts. ]|tf nhtE ^,|o (l|Fs'|.!,t\ .|L nf'r(rnt !rr 3r,ir{rn.n l l|rf.o''r(xI'l,l ftci'rr'.' olm c|,t|rrs. |,|o ^|,1|r'If^|x)|| 'fxl 'r|,|i E. 6ll,6oFrrhg3mov.'tolGA,4)|rno|Jfrlr\'.l3r'n|l['l!lt'lrr,ot',:orrq'.'liit|ttri'''|rni'^l..'r''1t-9w|lLto6r3|.D 'arnllriri lr?lFr ..{, S<l- bt. To: TorvN oF vA Attn: Mr. 75 South Vail CO PRGJECT Addi I Stan Berryman rontage Road 16s7 on to Vai1 Ttan JO8 NO.4 598 90 DAILY REPOT{T NO. INVOICE NO, p41gr 10-25-90 5HEET 2 OF ortation Ccnter Vai 1 . Colorado. Stair No. 11, WalI,Level Onc, East End; Mobile nucK ilo. 1.14 nUEEIOIED 1:48 P.M. TlcKtI }io. 012950 MIX DEslcN No. Mix A cu. YD. 8 nME ,'.RnN€D 2:01 P.M. IluE PL./ac€D 2:30 P.M sUPruEx Weste p[\l Stuup 2\ tN. Nn cDlffE'{T 4.2z wr.r uNtT wL]cln 744.3 ly';t- 3 rrpLE TE]tp. 71o ,rrn TuP. 60 SLUUP 3-5 rN. AJR coNrDO 4-gr l{AIEn AoDf.D AT sm B col. noar.t(* .IION: 4 cYtIlDEn stzl., 6rr Y 12rl 3:15 P.lU. w EnE c^sr On-Sit ite RB, lanrcE FlctlmEs .Cure Box MrN./MAX. o iEnME AT wr10-.26-.90 26-90 tI/: s' urton nE!^nK* conlspl i.t28,28 28.28 28.28 28.28 121.,500 6. 00 6. 00 6.00 6. 00 7R 288 288 288 11- 1- LL-ZZ LL-22 L7-22- 3000 Pst o 2d t6rs uY ulxxurcfrr |'frtsftlrltl Mf ttl aaa(rrlr^tx'.r. wlll ^|rri lTrr f, anu rrfjlrol)' l,.ll l5s onlu$113{' tlollD .rotf llrofirAt|()H o l|tr5 lLSl Ru'Of UllY fi. Pfto/ltxD w olllfj{s. S . Urton .1. . Laucli ck FIELD OBSEfWEII APPROVED I.'/ 1 Barbcr Archi.tecture; on G llastings; ion Serviccs ; Wcstern l'{olti.1c; ts; Mr. Cary Murrian; to|,rtt'|D urrl.as on[l r i-',r- o. r,'. I I l I ,Jlf 'a.tcnlD lo ltl ltHlllllc. r.d ,ri. cltttJ^ a - Clrcnt)NorLhcnr,Irtc a.itu.vt ldanFr. .^t 5.1-nr'1. $$\i%os REPORT OF CONCRETE TEST CYLINDER DATA ^t^Ulmu|PnorGErIoot|f'.|Ts.nqn,it^rno||i3.l.v':.|t!nlm'wr,n!:..'(|t!t|ltl|DAtrlfrol'1o|),|w.Ftr|.'flIrY(.io.xn^IIfX?sf'rEtt?il'6on'xl|!A:ismou.nnl€^nD[',ourrnr'nrrr.''.*..irii'r.qounln.]l urrt tJtl on{t lnR rqJJOnJ rrrl r.''ll to lo ltl s llDlc. ^ ',-'rrir .r rr-l i]f rt-lg..' o{ cdnro,,r.. rorn rb. Crf,l IJA a/9o TO: TOWN OF VArL Jou No.4 398 90 DATE: 9-20-90 Attn: Mr. Stan Bcrryrn:rn DAILy nEpOKf NO. SHE51 i OF 3P.O. Box 100 vail co 81658_0100 .il.{votcE No. PRGJECT Addition to Vail TransDortation Ccnter:. Vai1. Colorado. Deck tb.prpinq, Level 4, Line AO to B, Lj$e 36 to 39; SATCH TICKET NFORI,IATION: SUPruEX Western Mobi le TnwK No. 104 6:19 A.M. ncKfi No, 2384 uu oEstcN M). C cu, vo. I nME ARIt|\tr;o 6:29 A.M. TIME Pt/AcED 5:39 A.M. FIEI.O TESNNG INFORI.{ATION: T1UE TEs1 T l6,t 6: 42 Al\,lstuup 5k ur. arn goMrErT 7 . G wer UNlr wEclrr l-35 . 5 pcr. s/,,upt€ TuJp. 640 AtR TD/P. 40o Jo{t sPEctFtcAlto}ts st!vp3_5 tN. AR coNT0{14_g r wArE r ADD@ At srrE A k,t. Ran nrcs}; CYUNDER INFORITIATION: tro. oF G'y1JNo€Rs 4 finrotlll stzr (rrr x L2t'Ilr.lt- C'tlNoli,ls c-,sr 6:57 A.tt't.\wlttlE C^st on-Sit CURING INFORI.IAIION: INIUL CURE On-Site nUJ, sTofircE FAcrUnEs Cfrre Box U|N./M X. o .tElnME AT r 8.9-21-90 tr lE slRfPPs, 9-2L-90 tr; B. Carr RE \Rl(& con/sp1it con/split shear 3250 4140 4560 4630 28.28 28.28 28.28 28.28 9-27-90 t-0-18-90 11-15-90 1l_-15-90 6.00 6. 00 6.00 6.00 92, 000 117,000 129,000 _131,000 7-A 28-A 56-A 55-A 4500 Psr o2a rEsls rY rx|qutotrt ti] |rsato|Il. rr.f lrl r.,rltn$rr4!: irttl lr!'t Kr^m ti r]ill' u!.tfl)6 l'rtl tlj olltt,?'lg{' llolfo S0llt {OfiU tlOx Oll Olrr ltSl t{t''oltt M Y lt rfiMlx0 fi Oll[ns' Sarple taken frcrn brucJc discharge' PtnF in use; B. Carr 'I. Laudick FIEIJ) ODSETI/ER APPROVED t,I/ coP,Es xi:::::,T'lir.ffiil."cturc ; PCL Constrrrction Services ; Wcstern tt'lob i lc; URS Consultants; Mr. Gary Murrian; = Cltcni)Northcnr,Inc REPORT OF CONCRITE TEST CYLINDER DATA (slgunu|rri(m.cF'.to.:l'|.I3nltnFt0loo.'83t|'vt1||LFr'Yrrr'x|'4..'tnr'nf',Aslllrf'l,1l}|t{t|^t..jT|(f'|TYfnd{lrn|rr.'rE.oo'tl|'Fr'.sonrX|'A:tslnor,(n'{G|,lDrr'ouo.rnr'rir'.i..iiiili-mluli-otll.:o|.nlnD rtn|J:3 on|{.l lfiF fEtl|uns Atlf. Lrllr.u lo lll wRlllll(;. I Fir.r .. u.l iiilTle.,c o, co.!rF.rr.. rrdr rrr. ct ctrta a/to ',,aruryt l.grrF.'r .nt s.r-'u.t. le: TOWN OF VAIL JOU NO.4 398 90 DATE: 9-20-90 Attn: Mr. Stan Berrynan DAJLy REpORT NO. SHEff 2 OF 3 P.O. Box 100 vail co 81658_0100 tNVOtcE NO. PRorEcT Addition to Vai 1 Transportation Ccntcr. Vai1, Colorado. Dectc lbppjng, Level 4, Line AO to B, Li-ne 36 to 39; BATGH TICKET NFORIr|ATION: suPruER Western Mobile rnucK No. 54 TlcKEr r.lo. 2403 urx DEstcN No. C cu. \?, g IME s^rcru) 9:50 A.M. nuE ^RRmD 10:03 A.M. l1t/E PLfcED 10:15 e.U. FIELD TESTING INFORMATION: nlrE IEsr rlr(ril 10:2ojqtq sLutp 4 3/4il. JOo SPf,CtnC nOrS ^n coNrFJfi 6.2=wEI uNIr wtIrl[39.3 NR coNTotr 4-8 r mren ADDcD Ar sITE p€{. SATPLE fE}fP. 8 cot. nanrruc* 69o Allt II}IP, 50o. L28 of. 144 ydJsUrMP 3-5 tN. CYUNOER INFORIvIATION: frc. oF ctlJNDERs 4 c,Yl, DFn srzr-- (rrr x I2rr IIME CNJND€HS C 's[l-0:35 A.M. wtEnr cA5r On-Site CURING INFORI'ATION: tNrlul cUnE OrrSite RELD srofr cE FAclLrnEs Cure Box MrN.,/M x. oA.rEnuE ar rNr 9-2]"-90 IrArE SIRIPPED 9-21-90 Fr: B. Carr RElrARKe ACE o^l€ DA1E IESIEI' Tgr L r_o D (uts) DIATIEIfJT (rNqrEs)^fl[ (so. nl;couP. sTR. (P5D TYPE OF F'IIICTURE GruNOER wElollT (urs) CruNDERu tr wDcl rI (Pcn 7-B 28-B 56-8 5GB 9-27-90 1-0-18-90 tl-15-90 11-15-90 92,000 118, 500 128 , 000 132,000 6. 00 6. 00 6 .00 6. 00 28.28 28.28 28.28 28.28 3260 4190 4550 4670 con/split covq)lit shear shear OESX;N STFE}.I6IH 4500 PSt o 26 s{IS rEnS l'f t^'durorY Flnisatfi{l Atlf ltl Lrrvl} tlcf wtrrl lr'Fl,orr{ f, Attv rlt-l1nlti t'rll |.js onlurrl'16f, tlolfo 3OrE rrt mrr^l|ol| oll tll6 lLSl ,lt,'ofil lrAY lf, rno'/tlx-D ltt onfjts' Sanple taken frcrn tnrcJ< discharge. Purq) irl uset coPrEs ffiH::"T"ffi:.ffiI'"cture; PCL Construction Services; Western l"lobile; URS Consultants; Mr. Gary Murrj.an; B. Carr T. Lauclick FIET.D OBSEFNER APPRO\ED ST .. ChcnSNorthq'rr, Ilrc.',,tuluryl Ln?lrp.! .Dd 5.r-rl,.l. REPORT OF CONCRETE TEST CYLINDER DATA f3lUultl|tFF.mc'r'tn'nr}'I3nlfF|ttitE^'|od|m||.!t\||ln'F't|sl4{.'lnr,irrlDasrrrrro''1x|T1'.J]fntf.r.',nc||lxr:\,'ll'llml'nI/^r()r!.tB (r n^rgtt r:i\ (nrEt tr:rnr on lllllrcls ttm{ att olcutotrtqovnt_nD ur{lJtl on|t'| l,xrrJ'louruns !lt_ raJ[r_D lq I $nllon;. ^ 'Fcrr- af rrl ilff i c-.r or co.nrr.rr.. a.trr r,o. Cratl IJA a./tx, TO: - TOI{N OF VAI LAttn: Mr. Stan Bemyn:rn DAjLy REpORT NO. SHEtrf 3 OF3P.0. Box 100Vail CO 81658_0100 tNVotcE No. PROJECT Addition to Vai l 'fl':rnsport at ion Center, Vail, Colorado. PTACEMENT LOCA'ON: Curb and Gutter, South Frontage Road, Statj-on 14+00 to Station 17+80; TTATCH TICKET NFORIIATION: suPruER Western Mobile mucK lto. 112 ncKrr No. 2409 Mtx DEstcN no.Class D cu. \D,7 TIME tl^rclltD 11:57 A.M. nME RnmD 12:10 p.M. 'nME Plrcs) l2tZO p.t(. RETD TESNNG NFORMATION: TluE TEsr TX(o112:25pM sLUMp JOts SPEClnClnOlls sLUllP 3/4tN. NR coMErTs.0:wEr UNr WEctrr143.5 IN. AR CONTE}{T I WAIER ADD@ AI 5ITE s^IPLE IEIJP, 7go Altl lTllP,69o i:of. RoIARr(s: L4 of 24 ydJ pct. 6 CY1JNOER INFORIJATION: No. oF C.Y1JNDER5 4 r,yt FIDF-R srz[ 6rr x 12rt tluE c/LlND€Rs c,\5r 12:35 P.M. wHute c^sr On-Sitc CURING INFORIvIATION: Httt L cuRE On_Site Fta, sronrcc F cllfnts cu_re Box MIN./M$(, o,rTE^ME ,rr Larl. g_21_90 o^'E srn|Ppq, g-21-go 8f: B. carr RE! RKe AGE uYs DAIE IESND TSTAL LO^I)(rrs)Ot^ITEIEJI (D.rcl|E)NIFA(sa. rN.) couP. 5In. (Psr) TYPE OF RTACTURE cl/lJNDot w€,c+tr (urs) JYUNOER utdr w[tc|{r (PCf? 71 284 28{ 28< 9-27-90 L0-18-90 10-18-90 L0-18-90 152,000 r98,000 192,000 196,500 6.00 6.00 6.00 6.00 28.28 28.28 28.28 28.28 5380 7000 6790 6950 conical oonical oonical conical OESrcH $RENCIH 4500 Psl o2d o^)G rEsrs tt t o('t |ofir Ff lfiitt|rrn. lnr rl l(fitlfurr:f ntnl ^,+l r,^rtf, rs|u v!,tll(llx l,tll E33 onlu'iE[ t|()lu) 30rE lMomul|oll oll llx3 llsr nnofir UAY nc PTKMO(D UY OIllLn3' PROGRESS REFORT:Sanple taken frcrn tnrcl< disctnrge; coPrEs ffii::i,.T"ffi.ffi:l'"cture; PCL Construction Services; Wcstern Mobile; URS Consultants; Mr. Gary Murrian; B. Carr T. Laudick RELD OI'sERI/ER APPRO\ED II/ Chcn*Northcl'n.Inc.'618ll,.{ Ln?1.l-'! .n.l !.1-rlr!(. REPORT OF CONCRETE TEST CYLINDER DATA S. Urton FIELD OBSEFVER T. Laudick APPRO\ED II/ l! l urmw mrmcT m clrtm. nlr Flil f rln notr a|r Sl^trr|l /?t! anfrcl I tirt6 On rll|rfCTs trFlv counr-nt urruJtl on{t .rntwr4lt}ns ,^rr ,l;rn L0 I F-r{'' or rr.liliit }c,-. of G"-r'-,,- to'rn ,qt. Crlfl lJ a/eo qlF3llv-\ ,ll. nrxxrrt r,lt ."lttr'Fnr n A'i lr fOftlr,lxrw nt(rl ln 9f -qm ClllrJTir lllo ^ltn rt 'lrx)x tnn nflnr.l- an *tc^nrurr oun Rrt'(trr:i': rr:tt-r.tr o'ir iiijnn-iiri"*rrrttttr rrrrrrvrr_ "'eT flt-" wlt|- lJti uli"oSl'o or r'1rl IlSlDr: l! to t'| w tllllc. To: TohrN oF VAIL Attn: Mr. Stan Bcrrynrzrn 75 South Froutagc ltoad VaiI CO 8L657 Joo No.4 398 90 DAILY REPORT NO. IMVOICE NO. DATE: 11-7-90 sHErr 1 0F- PRO.TECT Addition to Vail Tr::rrrs rtatiorr CcnteT Vai 1 . Colorado, Step Topping, Stair No. 6; suPruEn western Mobi le rnucJ< No, 46 rcKEf No, 0r 3a72ux DEsrcN No. Mix E cu. )o. J nuE tATulED 8:48 A.M. nuE lRRfvED 9:04 A.M. TluE Pl..,qcED g:10 A.lrl. FIELD TEST1NG INFORMATION: nME rESr IAXtll g;{g Alvl 3ruMp 3' tN. NR cotnE}|T 4,27wEt uN]r wEc]r J3a.2 pd. s .I/PLE rE]/P.65o An ruP.3soF JOO SPECInCAnOXS SUJUP . r tN. NR coMtllT r r WAIER ADO@ AI Sm ,, cdl nOtA Ks rto. oF cylJND€Rs 4 rm lroEH srzc 6rt x ltrt ItuE crL,NDERs c $ 10 i00 A.M. WHFJIE c/LsT On-Sit CURING INFORIT.{ATION: lNfluL cunt On-Site fl&o sroRlGE FActuTlEs Cure Box MlN.,/lJN(. oATl:/nuE ^r I r ,11-.8-90 oIE STRIPPED 11-8-90 Er: S. Urton REIT nK& CYLIIIDFX uH:r v/oc| tr (rrcrl 6.00 | 28,28 6.00 | 28.28 6.00 | 28.28 6.00 | 28.28 c on/ shear7 28 28 28 11-14-90 12-s-90 12-5-90 12-5-90 1.40,0.00 TtSIS |tY L^rXrUIo|rr nt ns(tlrlrl Mr rl a4r'(novrr t1ill lff'l xTrtf lrt! vt-lrrofii l'rnu6 orllf-e'ri{ }lolfo SOvf llxunrlAtlor olt r1||5 'Lst ||t|ofil uAY |t n$do(D tf/ ollluu' coPrEs H::il:"';'llr.f;ll'"cturc ; PCL Constn-lction Services; Western Mobilc; UllS Consrrltants ; I'lr. Gary Murrian; ChcntlNorths'n,Irrc. 1-. *\' REPORT OF CONCI?ETE TEST CYLINDER DATA ^s^UtmWfi'lTcTrI'rtrr[:LT|ttnnt'od|'tt'|'v-t,tl'nrI9mFr'f.'.lItnrDAin|rr4l'rrx'jrw..J''r''falYofonc|[lo:i|,ll)^lml|^m[frr or' st^[lrtns corrclt6rF6 on rxtn.r:i rtnu on tll G^,rlrtl(l tourllrrrr u{lj3 on['i lrrwrdjru{s r f.,||,nllo lo tl n{lllrrc. ^ E{' ., rr..| rliir]o.-. 6r .-'r,ir- aorn rr!. Cr.tl IJA a/.to 'rrE l,q lr,rl,l€i onl Jcl-thi. *-Ps TO: TOhIN OF VA] L nttrr: lrlr. Stan llcrrynan DAILY REPORT NO. SHEET 1 OF 175 South Frorrtagc ltoad Vail C0 s1657 u,.$/olcE No. PRG,ECT A.lclition 1.o Vai I Transpoltation Ccnter. Vai1, Colorado. PLACEMENT Loc^ilON: Two, Stair No. 12; Curved Foundation WaI1, Foundation Wal l, Level Level Three, Staix No, One, West Side of East t2; Colunn, Level Steps, Stair No.11; tnucK fto, 54 10:47 A.M. T]ATCH TICKET NFORII{ATION: SUPruER Western lvlobi 1e ncKfi I'ro01 3068 uu DEsrcN r.$, Mix A cu, )o. 8 ntrE tATcl.t@ nME ^Rtttr€D 11:00 A.M.Tll/E Pr.,rcED 11:40 A.M. FIELD TESTING INFORMATION: llME lEsr T X€lr 1L:50AM 5Luurz 5/4N. Arr cornENT 4.7awT uNtr wnc[]T145.g pcr. s^lrPLE rore. 690 AIR rurP.4gop, JOB SPEClflCAnOtrs sruup 3_5 rN. ArR coNTRrr4 _ I I WAIER ADD€D Ar sm p iht. RE}r Ar(S rn [lt)F,t slTl'.- CYLJNOER INFORIIATION: tro. oF cllJNoERs 4 (rrr x 12rr 'llME cruNoetrs casr 12:05 P.M. wHERq !A5r_0!-qi!9 CURING INFORI,.{ATION: lNlIuL cURE 0n-Site no-D sTofr/AcE t-lctullEs Cure Box MN./I{N(, D/\IEnuE AI Wr11-7-.90 oIE slnlPPgl 11-7-90 st: S. Urton RElr RXs: AGE DAYS DATE rEsrE) T T^L LO\D (IJJS) r)urETEn (DrclrEs)^'lFA(sq. lN.) co!P. sIR. (P5l) TYPE OF NT^CTURE (lnjNoS wElor{T (tI.ts) c'ruNoen UNTT WE'CIIT(Pcfl 28 28 28 11-13-90 L2-4-90 L2-4-90 12-4-90 102,000 6. 00 6.00 6.00 6.00 28.28 28,28 28.28 28.28 3610 sheat 3000 PSI O 20 DA}ToEslcNsrnfNGII.I tljl:S tf t{tduroft rllrsatlrrrl lnf ltl ,.c..inov)cr- filll rtrfl Ear{f, lqru t,|tllxtl':i l'tll ll3 onlltflYti[ t|orED rorf ltlllrlu tlicrl ott llltS lLg llt,'onl u^Y m Prl('v|tx,o ItY On|t.ns' PROGRESS REPOKI:Concrete was placed with Sample was taken frorn the a PtrI[P,truck discharge, coPrEs xi::il1''T'ffi.iilll'"cture; PCL Construction Serviccs ; Wcstertr lt'lobi le; URS Consultants; Mr. Gary Murrian i S. Urton T. Laudick FIEI! OBSEffVER APPRO\ED I'/ Chcn*Norths'rr.Inc..relll*i l.itE-'. .^,1 kl-n,.(. REPORT OF CONCRETE TEST CYLINDER DATA l3^UlmrArfmcTr'.mf't'tTs-nqnnt^,|o(l,'t1(.|.rT:i".|l,r''r'rF,,{'.'l,'li|ltllDA.ill|rm''rr)fll}w..rr'tr1.rn|lrsl^qr.I',Is.c.Iqt'iIrKo'|F\rIA:]ls'nov(natG{|n|'r,otro*t.rrr<ri'.ti''ntitrwrrirrnlc 4ot|F|l-rrJl ur4l55 On|tt |,rr rro?llrns ,Jn_ |.Jrtfo lo 0l w{||l'|c. ^ .!br, r'. rrlttit s'-. of .616r.. totn iro. cuf,l IJA a,/m TO: TSIVN OF VAIL Jotl NO.4 398 90 DATE: 11-5-90 Attn: Ilr. Stan Bcrryrnan DAILY REpOftT NO. SHEFr 1 OF 175 Soutl'r Flontagc l{oad vai 1 c0 81657 tNvotcE No. PRGJECT Adrlition to Vai[ 'l'r'anspor:ta1- ion Ccntcr. Vail. Colorado, Stcp Topping, Stair No. 1L, Level 3, West Side; UATCH TICKET INFORMTION: suPruER Westcrn Mobi lc tnucK o. 49 ncKfr No.0.1 3064 ux DEstcN No. Mix C cu. y!. B IIME Ir TcltD 10:00 A.M. nME Rtlt\1ED 10:10 A.M. lluE PLTCED 10:J0 A.M. FIELD TESNNG IN}ORMATION: nuE TE5I rrxoulO:40AM sruup 24. w. JOo SP€CtnCAnolrs SLUUP 3_5 tN. NR cor{tt}n5.8 ; wEr urur wEG}lT 143.9 rR CoNTOn4-8 r wArER IDDED AT StrE pct. SA.t/PtC TElrP. 4 c'ol. nO/ RKS: CYUNOER INFORtrIATION: l{('. oF GIIJNDERS 4 cn ,lrrrrtr St;at.- ( r \' | 2tr' llME C'LJNDERS G,t5T 16.wHEnE c -5t on-Sit CURINC INFORI,IATION: lN[uL CURE On-Sitc no-D floR^6E FActUTlEr Cure Box MtN./M,r,x. Mrt/nue AT I J. 11-6-90 DA1E srn|PpfD 11-6-.90 w: S. Urton REr,t^nK* D|^ME]rJI (rrrclrEs) 6. 00 6. 00 6.00 6. 00 NILA(sq. rN.) 28.28 28.28 28.28 28.28 7 28 28 2B 11- 12-90 12-5-90 1,2-3-90 72-3-90 _128 , 000 OFJrcN STRr}IGIH PSI O 26 DA}T 1IjT5 ltt t^to.urc{rY nr m.rlrrtl l-lrr rrr ,r{rrxrrurr:q filll ^ael r/rtf lr1u vLlllotti lrrrl833 onltf{'!i[ tlolfo SOXI ll$ on|J^lloll 0ll lllrS ltsl lltFofiI rrY |f, flK 4tX.D ri Ollltns' T. Laudick FIELD OBSER'VEII APPRO\€D II/ CO'IES Michacl llarbe r Architccturc; Andcrson S llast ings; PCL Construction Scrvices ; Wcstcln tt'lob i le; URS Consultants; trlr. Gary Murrian; ChcndrNorthcnr,lnc REPORT OF CONCRETE TEST CYLINDER DATA ls^urmu|'.(ntcE}ttoci|t[xr.Itfnr[Dd|iifl.vfj!.Atri'r''rrs!!ttl'!{TlIt' lnfcorfI'rF'w..flr'{FrYof(r,ic|l n'lrs|^lll.fl'ls.or'tt't6l'|ton.xt|A;t!'|l'q(nF|G^,||'''|ou'or'o,iii..ri''iiiiii.'irjnri.oo*-orn courar.nD urrrt.Ss otlltt ,nfiA||ot)aujls lnf, ra.allo lo |'l r.{lltlc. ^ nn6- o. trlilff f-lo.-. or co.n oor- .!'tr rb. C|.tlltl a./CO '/|,Etl,.{ t/igl*r .r.l S.lrdhl. \, \i' '-$'r{P TOWN OF VAIL Attn: Mr. Stan Berryman 75 South Frontage Road Vail CO 81657 PRo.TECT Addition to Vail Transportation JO8 NO.4 398 90 DAILY REPOKT NO. il.ryotcE No. Vai1, Colorado. DATE: 10-19-90 SHEET1 OF1 Center, Stair No. 1.0,Step Topping, Level 5; IIATCH TICKEI INFORMATION: SUPruER l,Uestcrn Mobi le ]nucl( No. 8 :43 A.M. 44 TlcKEr No. 01 2880uX oEslcN llo. Mix C cu. tD. 8 nuE 0ATCHED nME flRlvE) 8:55 A.M.rME PLrcED 9;05, t-.1{-. IIELD TESTING INFORMATION: TluE IEsr TX{ol g; JQ AIvl sLUuP 2%tN. [{, NR CoNIFJI{I 4. 4 ; wEr UN]I vEntfi 742.7 AIR COMTR{f 4-SIWArEn ADDE) AT SITE Pct.sarPu TorP. 680 ,\JR TElPsooF. Gol. no,{Rt(sJOO SPEC|nCAI|OITS stlrMP 3-s 2 CYLINDEII INFORI,{^TION: M). OF c|4JNOERS 4 c,'/U oEn slzE (rrt x 12rl 'lrME clLiNoeRs 6f q,4q A L.L CURINC INFORI,(ATION: lMrul CURE 0n-Site oAlE 5IR|PPtI) 10-20-90 RE.D 5K}[|,6E FACIUNES tlY: S " Urton Cure Box MtN.,/l$(.oA[nlME AT l,^&10-20-9C NDI^NKg AGE oAlS T)^TE IESIEI TOIAL L(uD (r,rs) DIAl|ETrJI (rlrqrEs)Nlr(sq. rN.) couP, fln, (Psr) T/PE OF flIACTURC C'IAJNOER wElollI (u}5) CruNDF'N UNIT WE}CI JI (Pcn 2B 28 28 10-26-90 11-16-.90 LL-1"6-90 11-16-9C \27,000 139, 500 136,500 1,47 ,500 6. 00 6. 00 6.00 6.00 28.28 28.28 28.28 28,28 4490 4930' 4830 5224 conj*cal con/sp1i't con/sp1it con,/sp1i3 oEstcN srnorcfi 4500 Psl 026 t!\ts lI5I5 AY t,I]qUlofil rFns.tltrtl fnf ttt ra,i)firtu,rcf, wnl lr]Pl x]Jr f A{lu vtllnoS t"rt f,5s onltln$sf llolto 50llf lrrDN^lKtr. otl lllls lLSf lttt'ofil uAY ra t'flwu(D lJf olllt-fts' PROGRESS REPORT: Concrete was purnped into fonns, Sample was taken from truck discharge. coP,Es Xl::i:l,'T'ffi:.ffi:l'"cture; PCL Construction Serviccs; Western I'lobile; URS Consultants; Mr. Cary Murrian; q r rr+^i T. Laudickrrr6'o"s'sEFtER APPRoVED tlY Chcn*Northcrrr.Irrc.'ar-rlu.{ l.,Jl"--.. .nn :al-nhh -. ;i REPORT O,- COI.ICRETE TIST CYLTNDER DATA r.$AUuT|u|''tntcF'rmdr'.T:|.n|tt.1htEA,|oo.'n:''l'\4i.|||nl'Y}m:i|mi'!lmr{IrroAilr|tf,|'lr)l'fIw-. ?hfr o. nartr{t.6. .orrt tritorrr attunl n|| ur4tJs on|ft ,{lfwqlttals ^rrl. LJtll.o lr) Ir $rrrlllx;. ^ ,- ' 'r th.l lllll l!c, or ..hrq.. a.ti o. GUClltA {/tat ,'] TO: Tg1VN 0l; VA1L JOU r'1O.4 398 90 DAIE: 10-18-90 n ttn : l'lr. Stan llc rrynr:rn DALY REpOf{T NO. SI{EET _1 O}: 175 South Frontagc lload Vail C0 81657 lwolcE No' PRG'EGT Add ition to Vail 'l'ranspolt-ltrion Ccntcr. Vail, Colorado. PLACEMENT LOC^ItoN:l.air No. No, 5, Tunnel Wa1ls; Stair W^l I Font i ng1 12, Structural Slah, Lev eI 2; No. L1, Level Onc, West Tunnel Curyed Wa11, Level One; Stair $Jal1; Stair No. J.3, Retaining tlATct-l IICKEf INFORI'ATION: I{estern Mobi le nuE n rcl{E) SUPruER xcKEr rw.of 2974 MtX nME AftRtvtD 2 :28 P .\l . Ito. Mix A cu. Y1). B TlLtE PtAcED 2:g0 p.M. tnucl( o. 2:22 P.M- 46 DESIGN FIELD TLSTING INFORMATION: NUE lET T^,GN 2 :40 PM SLUUP 4 JOO SPECInC nolrs SLUUP 0 _-5 tft. Dr. arn cornuns.3 : rfi uNrr rlEcln.144. 5 NR CONTE).r 4-o X WAIER AOD€D AI SnE 5 Ut'[E llil{,. Col. IlEll AtG: 680 rn tlrp. 60oF 72 of g0 ydT P.I. () CYUNOER INFORI.IATION:lo. oF cinJNoF"Rs 4 (irlrfl tlloflr slzt-_-x 12tl lluti t;ftlNDt ilS C.\ST 2 : -(-5 p -M - \nlFj{f C-,\5f 0ll -S j. tc CURING INFORI,{ATION: lNfIuL cuRE 0n-Site Fru-o sroMGE Ftcrurti Cure Box MrN./lr x. o ltlnuc AT wr 10-19-90 uArE STF|PPFI) 10-19-90 ttf: S. Urton Rrir{RKs: AGE ()^lls DATE rESTD TOTAL I.OAI) (u]5) ut uEll:n ([{cl [5)^,I[A(3q. ll{.) co!P. nn. (f|5r) ]-fi'fi oF Fl!\CTURE clnJlrnnl wFicf tr (Lr|:;) crulrDEit uNrr wocltr(r'cfl 7 28 28 28 10-25-90 11- 1s- 90 11-.15 -90 _11- 15-90 79,000 118, 000 L17,500 .119, 000 6. 00 6. 00 6.00 6-00 28.28 28.28 28.28 28.28 2790 4r70 4164 421,4 shear shear c o lunnar shear pFJrcN S|RENGIH 5000 Psl o 20 D{16 - r5I5 lrt t/\llqutolTy nl n:irltrll lnr lfr Ltf)|rtr^l'ct- rilrtl .''Pl |l)rllI arlv uFInD:i t'rlt 15 olllur E{ llottD :ouf uJtutr4lrll olt llll5 llsl rltl\tll l{ J rl: f|l(t D(, w ollltns. PROGRESS REPOKIT Concrete was placed l,rith a punp, Sarnple was. taken at the truck .t:-^L^--^urJLr rslr B(, . coPrEs xi::i::"T'll:.li;ll'"cturc ; PCL Construction Serviccs; Wcstern l''lobil.c; URS Consultants; l'lr. Gary Murrian; S. Urton T. Laudick FIEL.O OI]SEM/ER APPROVED [IT ChcndlNorthcrn.Inc a'arllrv, l-.rr'!..'. .^.r .'ar?nki. REPORT OF CONCRITE TEST CYLINDER DATA ttAUtmutifmcTrlo.t,f'|T|t.|fF|'ftf^'roo,ml|'!l-.-,t|.Ir'.orr:i,'|':'.lt|'inrlrrnAliTllr.'|'r'.,,nno,t'.n^(u'lns...'|cttFtr6ionittnA:rFmov.'t''lcAnl'|4".,^.'.'--ii'.rs..i]i] 4()ulrlntr urrr r-r3 olll{t Mrwro(tLtrls |nt r.Jdlu lo lrl l{Hlllt|l;. ^ rirt- o, u- | giit -l e.-.' o. c6!..i- .cnr fr.r. Clrtltt a/eo TO: 'IOwN OF VAIL Joll No.4 398 90 DATE: 10-16-90 nttn: Flr. Stan llcrrynran DAILY REpOKf NO. SHEEI. 1 OF 175 South Frontagc l{oad Vail C0 81657 |NVO|CE NO. PRO.JECT Addi.t i on to V;ri. 1 Tr nsDo rt at i on Ccntcr. Vai 1 , Colorado. Loc/u loN: lrlal l-s, Level 3, stair No" 5; wall at Level One, .Footings at Leve One and ttlall at Level 3 of Stair No. 11; Wall, Level 3, Stair No. 10; |.IATCH TICKET INFORI"I,{TION: sUPruEi lvestern Mobi lc lRrrcK No. 49 lcKfr No. 01 2B40M|X DEStCrr !lo. Mix A cU. 'ri. g nME IT TCHID 1:S0 p.li{. nME lnHrvID 2:00 p.M. llME PtAcED 2:0S p.M. FIELD TESTING INFORMATION: ruE rEr rl(cfl 2 : 05 PM -.,LUMp 3 Ntt coufElr 4 .7z w:r uNrr ntrotr14 5 . 3 pcf. SAItl'l-I rtxp. 680,rrH rC!p.60OF AIR COMtXr4 -g x wArER OD€D Al strE 10 cot. REM RKs 24 of 40 ydj CYIJNOER INFORMATION: lro. oF c-/l rNo{iFs 4 cYl DID i sl/[-- 6rr x 12rr l1uE crtJNDolS oLsT \\l ttTlE CJ:;T On - S i t CURING INIOIII,IATION: tNnu1 cuRE On-Site F;E-D 51orucE FAcluI[s Cure Box MN./11a1. 11n16,/nuE AI W.]0_17_90 0 rE $n|PPE) 10-17-90 rf: S. Urton RDr RK& /\r t\(sa. |l{.) 28.28 28.28 28.28 28.28 con/sp1it shear con/ shear con/ shear 2500 520.0 4990 5190 7 2B 28 28 70,500 147,0,00 1,42,50A 147,500 6. 00 6. 00 6.00 6. 00 10- 23-90 L 1- 13- 90 11- 13 -90 1L -l-3-90 rl.5fs Ut t^ItUtolw nl n:r.t}lrl. rnr Dl r.J:onlr^)|cf finl ^tt'l rrrlrl a<lv uFJl nfii t'lll lli ollltlTrt'lif llolfo 30llE tltlulu l|orl oll llll3 lLsI titl\xl u J ll: tlnonlxD rY ollluls' S. Urton FIELD OUSERVER coP,Es x,1::l::,,';'ii::.i:;ii'"cturc ; PCL Construction Serviccs; l\restcrtr NIobi lc; tllls Consultants; lrlr. Gary Murrian; S;t\'its 26 ' ;|ElUn{ t glt|{r i|6<l lcLnlLl. REPORT OF CONCRETE TEST CYLINDER DATA tt^r,lmutfr0rGrmor'fs.T|[n,[r^'no(|F3rl'vT\l|LntrrFlsM!::{l'lti|||''Ast|trrot'rHMw.Jr'rrrnTYoro(,n.l[lfs,,tIm!l^[$oH(rsf.ttrt','s.gttt||.lf*fronrxl'u.-,Tsmoqo4[|c.J(,||x,o,o'trr'.ii..n'.iii]i.iairj}rii.i-oun.l 4rrur.r.llrll ur4tJs olllti ,{nl}q).u|ls lrll- rctttfo lo [l wHllllll?' ChcntlNortlienr,lnc To: ToIlrN Attn: P. O. Vail. PROJECT OF VAIL Mr. Stan Berryman Box 100co 81658-0100 Addition to Vail Trflnsportation Center, J00 No.4 398 90 -DAJLY REPORT NO. INVOICE NO. Vai 1, Colorado. DATE: 10-10-90 SHEET "1. OF Leye 1s Line PIiCEMENT LOC+\IION:Structural Slab, Stair Lines 13.3 to 74.2, 401 3 to 4; Iooting, Stair No.J.J., A; No. 10, South of I]ATCH TICKET INFORI,{ATION: suPruER western Mobile lnucK no. Lj.j TrcKEr No, 0224:,7 Mrx DEsrcN *. MIT A au. -.625 TluE &\TcllED 2:16 p.M. nME ARRtv€D 2:26 P"M. TIME PtrcED 2:30 P.M. JO8 SPECIFICAT|OITS SuruP 3_ q ^in coNrr'{T5.9: wEr uNr rrEc}rTf42.6 IJR COt'tTt}lT 4 :8 I wAnn ADD€D AI 5ITE Pct.slrPlf rElrP. 620 AJR TE /P. 6soF tu!lM FIELD TESIING INFORMATTON: TluE TESr TX(ol 2:35PM 5LUMP 4 0 tlt. CYLJNDEII INFORIiI/\TION: I$. OF fiJNDF:RS 4 r;n llloEll slzl: 6tr x 12rr ]luE CYUNoERS CrSr 2;50 P.M,MIERE c^sr 0n-Sitc CURING INFOR},IATION: lNttUL CURE On-Site D rE srRrPPE 10-11-.90 RB.O 5TOR^CE FlCttmES S. Urtonw:NEUARX* UN'r/U K.o^TEnuE er trg. L0-11-9( AGE DA\S tt^lE TESIE) TUTAL LOAD (tl,s) DIAUEIE I (DrclrEs)NlFA (s,q. rN.) couP. sln. (r,sl) TYPE OF flt^cn nE c.ruNDn WEIOHT (urs) CIUHD€R uNrr wncl|T (Pcf) 5 7 28 28 10-1s-90 l-0-L7-90 11-7-90 1-1-7-90 67,000 88,500 129 ,000 130,000 6. 00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 2370 3130 4s70. 4600 shear shear con/shear con,/shear 5000 Psr o 26 D\\.soEslclt STRE||GIH |I5rS tr.t WUtAK)ttY Ff mnrorn. r f ||l f.l:(|rlo rt:f ffnl rrt'l r]t{f ast! lf-llrxt:i lflll a5 onl[r trE ]Flfo sor.t |trl ofl tlofr oll llll5 l[5r Rtrrof(t l{ Y 'L fllovD(D fi olllu|s' ;Concrete was placed in forms with a punp; Sample was taken from the truck discharge. coP,Es Xil:il:"T'ffi.ffi:i'"cture; PCL Construction Services; Western Mobile; URS Consultants ; lrlr. Gary Murrian; S" Urton T. Laudick FiE-LD OI]SEM/ER APPRO\€D TT ^ -ai- or o- | t-1ill e,".. .r G6D..rr.. Chcn ONorthcnt,Irtc 'a.E U.4 tn9!8. 6nl S.l'rtrll. REPORT OF CONCRETE TEST CYLINDER DATA ^s^vunlA'nn.'fGTr'o.I|f'RI|rFt,iE^'rDd|F.f|.vt\,lln'mrY's-rnC3|'WrnfoA3Irtr.o|'1o|'rIw...ltrx{'frY.Jfot,nct,tr.rs.},lo^,mf,n|/AlI)'io.|(r5t^wrrt3.ro||c|t6rt6onrxtRM;tslnov.'t{l.:,J||)llonuo,,".*i1i..o.iiifii#rirriid.ri.ounw[|lt,|,Jr'rrov|l.?'n'..5}|[L 4r)rr.tt [t| unl-ll on{I ,nlwro(J.l{rnJ lft LJtlll, lo ltl lltrllllx; r,!-,r., o. U..l f fff f l c*- or Gofrro',r- ro.n trn. Cvtl lJ a/eO Itstlr|(: tl TOWN OT VAiL Attn : Ivh:. Stan Berryman 75 South Frontage Ro:rd Vail CO 81657 PROJECT Addition to Vail Trans rtati or1 Center Vai1. Co lorado. JoB NO.4 398 90 DALY REPOKT NO. [.ryotcE No. DATE: I0-23-gA SHEET -1 OF 2 Retaining hrall Footing, 90r South of Line A on Line 0ne1 I]ATCH TICKE| INFORMA]ION: SUPruER Western Mobi lc TIME BArcHED ]nucK ilo, 117 10:44 A"M. rlcKEr l.lo. 0f 2899 nuE ARRTYtD l0 ; 54 A FIELD TESTING I}IFORMATION; nuE TEsr T xE|t 11.0SAI"I SLUMP 2 tN. AR @flTElII .r'ttrJ uNn wEctlT.145.2 Pcf. sarPLf IEI/P. 70o ln rEl/P' 30 JOI' SPECInCAnOIIS SLUUP tN. ArR CONTE|,TT ;( WArtn IDDED Ar srE 2 Col. nor'rrut* CYUNDER INFORM^TION: lK,. oF o4JNOcRS 4 (rr I x 1 2r'11 :20 A.M. w}IEnE c^sr on-S.itc CURING INFORI/ATION: tNtrw cuRE on-Site nB-D srorir6E FlcrulrEs Cure Box MrN./ri{N(. o^TE^UE Ar wL 10-24- o^lE srRfPPE) ro'24-go ttY: s ' Urton REII{IIK& con/split con/ sh ear con/ she ar con/split 3590 4270 4600 4490 6.00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 1.01,500 119,000 130, 000 727,000 10-30-90 11-20-90 t 1- 20-90 11-20-90 7A 28A 2# 2g\ 3000 Psl o26 n5ns rY L{rqurolw l'fR3o.lrrtl. Fr Dl ratirtttrr|:€ finl Arrlx)"xt AlIu -r/tllloo' ttrll:ss OnltnlYE{ llolEo sotrt ttttDttrrlltol oti iirrs tlsr'nl'ottt u Y t'nonot-o rr ollllns' S. Urton F1ELD OBSEfilER ..rortr< Michacl Barber Architecture;\'r'r 'L'r Andcrson fi llastings; I)CL Construction Serviccs; Wcstern t'"lobile; URS Consultants; Mr. Gar:y Murrian; Chcn tlNorthet' t t, I nc aovrllnD lJrrttss on(rt ,ntulptvttos lnt lJ:,ltfo lo lll s{lllr}c' a ..-nr' ot u..li-tiii-le-. ot .o.nr..rr.. t6|'t !5. CutllJA a/eo 'rrhrtun,| bq[F r ..<l S.l-tlht. REPORT OF CONCRETE TEST CYLINDER DATA AmstmrfnlDAsl}|ffor'[,fxll^|--Ft.rx'f'lfY(rir,rcl|0|TS|,|0Amrn|,Am,|'nftfl,|ir.^- i(lr. at stlfrrrr.trti. far{t rt'r'rn o[ rirlr.,ts mou ott trl 'wrdlro TO. TOIVN OF VAIL Attn: Mr. Stan BerrYman 75 South Frontage Road Vai.1 CO 81657 PR(NECT Addition to vail Trans Ttation Center Vai1. Colorado. JOo NO.4 398 90 DAILY REPORT NO. twolcE NO. DATE: 10-23-90 SHEET 2 OF : Island Decking, Level 4, Li.nes 4 to 6.5 and Lines A.L to C; TIATCH IICKET INFORMATION: SUPruER l'[estern Mobi le muo( nuE rATcHo 1:58 rcKEr No.0.12945 Mlx nME RR[!/ED 2:05 P.M. 33 I'to. lt.Wt. cu. \O' 7 nuE Pt/AcE) 2:10 P.M. FIEU) TESTING INFORMATIONT IUE T T TIN<O12..20 PM 5LUUP 5 s rPtE TEMP. 73o aln ftrP40oF.AB CONTETT7.1: WEr uNII WECIIT -- ArR coNTE}Ir 4-8 I WAIER ,IODE) Ar SIIE rhf. R6r R(* 2g of 32 ydr CYLJNDER INFORMATION: llo. oF (lruNo€Rs 4 cit1.lllDEti SlZl:' (lrt x 12tt wHs{E cJ\sr 0n-Sit CURING INFOR}IATION: lNruL culE On-site Ro-o SIafllGE FlctullEs cure Box MIN'/t{ru( o/$E/nuE 11 L'14 10-24- o rE srRtPPE 10-24-90 rt: s. urton REr{ RKS NlEA 54. l ;) 28,28 28,28 28.28 28.28 conical con/shear con/shear con/ she ar 2900 3870 5980 3960 6.00 6. 00 6.00 6. 00 B2,000 109,500 112 , 500 112,000 10-30-90 1L- 20-90 11- 20-90 11-20-90 7B 288 z88 288 3000 Psr o 26 uAYs lf,SnS gY UDqUrOfir Ft mrtorn. fnt |'l r.tnftw|ff f,lnl lFPl l)trf Aslu -r/tjlnfir oxl t:s olllERtEf tlolu! :ont ttlorttt llol iri-iiiii'iisi ntrcnr ruY rt tnwuco ur olllLlts' s' urton T. L:rudick FIELD OT]SER/ER APPRO\GD TIf coPrEs Xil:*"T'ffi.ffill"cture; PCL Construction Services; Western ltlobile; URS Consultants; Mr. GarY Mwrian; ., .Clrcn*Northcln,lrrc. REPORT OF CONCRETE TIST CYLINDER DATA ltlqmWFxmcTl||toc||l'!Ts.I|rfrFEl}|Dd'n.:'|vY\ltlnfl$ltll^llt:..'lnu||lnAs|rro'i1H''JIW.fr'{'|t''r,nG|nlE!nor. or safut.rlt t_/trr(t tt:xtF! on rrtr4ntounl-|tD t rt t-.'3 onlt.l afl!+lurulll lm. |.nrt.o lo rlr rf|lrrrtrc. r 'i-'{' o. rr-lfifrf le'-- c{ co,rnir- lc.n trc. c||tl IJA r/to '6r&ll,n t l.^ttE.r nd, 3cr'rlht. To: TowN oF VAIL Joo No.4 398 90 DATE: 11-8-90 Attn: Mr, Stan Bcrryrnan DALy REpORT NO. SHEE1 1 OF 275 South Froutirgc lloatlVait CO 81657 tNvolcE No. PRGJECT Addi tion to Vai I 'lrnnsportation Ccntcr, Vail, Colorado. PLACEMENT LOCfiION:-- West Tunnel Foundation Wall, Level One, Stair No. 11; Tunnel Roof, Stair No. 5; Landings to Stair Core, Level 2, Stair No. 10; BATCH TICKET INFORIT,IATION: suPruER western lrlobilc rnucx uo. 44 ncK$ l.to.0-1 3078 uu oesrcN llo. Mix A cu, yD.g nuE B TcllED 9:21 A.tl" nuE lRRtvE) 10:00 A.l.,l. TluE PLAcED .10:05 A.l{. FIELD TESflNG INFORMATION: TIIIE TE T TTX€il1O:20 AI\'3LUUP JO8 SPECtnc notrs SLUUP arn comEl{t4.0 ; wEr uNlI wpcl|r145.9 NR CoMrOr4-g I WAIER AODED AT Sm pcf. sAlPLE TElrp. 71oF /n rOlP.45oF 16 rht REr/vrKs. l-(, of 24 vd3 .)1- 3-5 tN, tN, CYIJNDER INFOR}IATION : rlo. oF c'ytJHoERs 4 cn firoEn srzri 6tr x 12tt ]rME c^rlJNDERs c/r,sT f0:35 A.l.{. w}tEnE c^sT on-Sitc CURING INFORMTION: lllflw cuRt on-Site RtrD sronlcE F^cttmEs Cure Box MIN../MN(. e\rt:nug AT r.arr 1I-g-90 oIE sInlPPq Il_9_90 w, S. Urton REr/\nx* AGE TIAE DATE IES'TED lql L r.o o(ur)DU!EltiJI (HCl|IJ)^'lE (so. rN.) couP. fln.(f5l)TTPE OF FRACTURE CrtlNDOl w€rcrfi ( urs) cft,Noen uHrr wftcl n 7A 28A 281\ 28A 1t--15-90 12-6-90 72-6-90 12-6-.90 102,500 6. 00 6.00 6.00 6.00 28.28 28.28 28.28 28.28 3630.shear OESrcN SIRENGIH 3000 Psr o 2d D(\.s 1t5r3 I'Y L^Oc'rAlOrr irmaro[r Atrf lrl Ltrfio{ltt tdnl .r"r'l|./tlf asnr lE|lnnl Inl|ls olllLnan3e lrolfo 3O!e tlrur|r^lx)rl oll llus rl5l ,inollt u Y lf, rnonoLD ItY olllttls. PROGRESS REPOKIT a PmPrtruck discharge, Concrete rvas placed with Samole was taken from the CO'IES Michacl Barbcr Archi tcctul'c; Andcrson I lliLstings; PCL Construction Scrviccs; l{cstern lvlobilc; URS Consultants; Mr, Gary Murrian; S. Urton T. Laud:ick FIELD OBSEfiX/ER APPRO\GD i'T ' CltcntlNorthcrtt,lrrc ',,Fttl.q tr?1.F.! no.l S.ldilhl. REPORT OF CONCRITE TEST CYLINDER DATA ll^vunut'rnotTcTl'.mi-lrrq!nlfF|'l|E^,lod|,t3'll,f\.lltI'Tr'rnl,'f.'lrmfnfDA3lr|rf'|'1olx'ut-.''l(f'fr'ord'nc||[||T1rx'x(rsl^|T|I'|rr!onl|ct|'.ix'6o'rtxtIlcf5movonFlcr,'D|'|.'o,,""rx".ii'.'l''iili t()vrlan! uxrlJs on[l lnrw€tt txIS lnf, fa,ltr-o lo ltl ||rllllrlc- ^ ''*r' rt u. I ilf ri-l o.-+ o. co6e.'{.. rod |Jo. Cutl tJA a/go TOIVN OF VAI L nttn: Mr:. Stan Berryman' 7S South Frontage ltoad Vail C0 81657 PRo.JEcr Additi.on to Vail Tr;lnspoltation (;cntcr', <u trE-T JOrj NO. 4 39ti 90 DAILY REPORT NO, ll.JVOlCE NO. Vai 1, Colorado, DATE:11- 8- 90 PI-ACEMENT LOCAIIOiC-Slab-on-Grade, llalf of Tunnel Entrance, Stair No. 5; I]ATCH TICKET INFORI/ATION: suPruER ltlestern Mobilc ]nucl( ilo. 49 ncKfi tlo.01 3087 MIX DEslcN No.l.,lix C cU. ro, 7 nME IrATCHE) I:2(; P.tr,l. nMf ARRIVED 1:40 P.Il. TIME PtAcm l:45 P.14. OCI. SAI,IPLE TEXP. 71O AR TDJPSOOF. ? ? a,{l' nOlARKs: FIELD TESTING INFORMATION: IluE IEsr T r(El.l 2 3 QQp[,] stuuP 2tZ JOB SPEC|nC not,|s SLUUPS_5 lN. tN.^ln coMu{r4.9 : wET uNff Wtrcl lT 144. 6 A!r^ rvn comfri6" x wlrtn Aoo€D Ar sm CYUNDER INFORI"|,{TION: Ho. oF cYuN(rrns 4 r.^YII DEH stTt:(rir x 12rl TIME CruNOERS CURING INFORMATION: tNrnAL cuRe On-Site nE-D sronAcE FAclUIlEs Curc Box M|N./M,^J(. oATEnuE ar t'.^IL L1-9-.90 rr lE srRrppED 11-9-90 rr: S. Urton RDrlRx* ACE 0A)6 OATE TESIU) Tgr L l.o\D (rrs) DtA'JEIFJI (rNcHEs)^,lF (sq. rN.) c!uP, sln, (Psr) T/P€ OF fTIACTURE CYLIIIOER wE|calT(t8s) C|lJND€R UNIT WElc.tfi (Pcfl 7g 2BB 2BB 288 11- 15- g0 12-6-90 L2-6-90 12-6-90 133 , 000 6. 00 6.00 6.00 6.00 28.28 28.28 28.28 28.28 4700.sheat oEstcN srR€NGrH 4500 Pslozo M)'s |ETS 0y tAxrltlotay ft tts.r tt-l ^nf tr| LaTrr|(wr:f. vflDt At'f't r,rtrl f Ailv vf.lllooa lnncls ollltjtlYlsf llolfo- 5011f, ltlttnrunorl oll llll5 lLst ,[l\afll u Y l( |t()vlotD ItY olllurs' TPROGRESS REPORT: coPtEs xi::il:"T'li::.ffiii."cture; PCL Construction Services ; llrcstern lt'lobi I c' ; URS Consu I tant s ; Ir{r. Gary Murrian; S. Urton T. Laudick I rtrLo ouscnnreR APPRovLD tI/ ChcnONorLhcr f'll,lllc '4'.'.,'r r'eist n''t &r-rt''r' REPORT OF CONCRETE TEST CYLINDER DATA tsAr,unt{,Pe(m6rtoct|fi,T:r"DtiF|[E^'|od,i3'|\''RAtI'l(m6r,rf..nr'r!rntDA!r|f.{|t'lo|}|'w.I|.rr'.ntYof(r,c|l[[ol..rn^|?iifILd'El16r'6of'xmA:rsmorl(n{c^,[,rx,o.,n"r.*di;..iiil'.''o,itj.'riio,c-orntxtlttrliv'lirrvrr-Hj5nLLqouru.l|J ut.lrSit onr(,l lJ|FA|ot,,ulls |Jtl !:t llr lo lll rYln|||c. | .n-ir'- .r *l-@* o. coarqrr r.Fn }|o. Cutll$ a,/eo To: To!\rN or vAr L Attn: Mr. Stan Berryman 75 South Frontage Road Vail CO 81657 JoB No.4 598 90 DNLY REPOKT NO. INVOICE NO. DATE: 11-9-90 SHEtrT 1 OF tion to Vai 1 Transrrortat i.on Centc-r Vai1. Colorado. Step Topping, Stair No. 6; I]ATCH TICKET INFORIIATION: suPruER Western Mobile mucl( ilo. J,I7 ncKEr lK).01 3092 Mlx DESIGN No. l.lix E cu. YD. 4 TIUE lr^rcrld) 9:15 A.l.l. nME ARRIVED L0:10 A.M" llME PL'c@ 10:15 A.M. FIELD TEST]NG INFORMATION: nuE lESf TrXlNf f ; ztg AlrtsLuup 2 rN. AJR coMF-}fiS.1 : wEr UNn wnctfi124.9 pct. sAuPLE TEilP- 73oF NR lrlrr' 46op Joo sPEclflcAno}ls sLuuP ^ tN. AR coloolT - r wAlEl ADDED AT sm p cot. naunrcs: CYIJNOER INFORIJATION: lro. oF cYtJNo€Rs 4 r,rutlDElt slTt:- (rtt x 12rl llME CIUNDERS C^sr lL:00 A.M. wtlElE C.r'sr on-Sit CURING INFORITtATION: lNtlul cuRE On-Site RE-D SToR cE FlcrunEs Cure Box M|N./MA(. MrE,/nuE AT u& 11-10-90 o^lE srRlPPs) 11-10-90 sf: s. urton nEJTARX* con./ shear6. 00 6. 00 6.00 6. 00 28,28 28,28 28.28 28.28 l31,0oo11-16-90 I2-7-90 72-7'90 72-7-90 28 '28 28 3000 Psl o2o o^E |f: ns aY uDq^rfi FlillLtltltl. l,f |rl Lax).t(r^r4f, rfltl ^,t'lr/,rf A<lu -uf'rlx'D' l'xlFi onlrt.lEf tlolfo soltf lltor ^rxrx ori-iiis -rrsl'mlonl rrrr tt PrlovlD(t lti onrnl o?uu6E3t**R APr*;l'blivdi'k coprEs xi::l:l"T'lll.lllll'""'"'"' PCL Construction Services; Western llobile; URS Consultants; Mr. GarY Muffian; Chcn*Nor1.hcrn.Inc 'r,-/l(r.q b9[|-,t .dl 5.l6thl. REPORT OF CONCRETE TEST CYLINDER DATA {tAr{,nulP'to[Grrxbc|rTs.frcnnrru'G|i3'l\,n.,l!IrIr'TI5,,rf3lm!tn'DAsr|tcot'D|[fu|..]Yfr[rr,f(r,ftttr'r('sr^rv'',Rc,'EtJ,1l{''6onfxT|tlcIsr'r'rf(nntcr,n||t'.",o"rr..,.ii'.n'.iiiliia,rrirrririui-n 40!,11n, uattss on{t ta&,trrotyulls Anf lcallu lo lrl lll{lllllc. r '-rii.' o. rr-l iftfTlg't.- or Go.riF rr- Tft. TOI1IN OF VAI L Attn: Mr. Stan Berrynan 75 South Frontage Road Vail CO 81657 PROJECT Addition to Vail ,l'ransport at i on Center, JOB NO.4 398 90 DAILY REPOKT NO. twotcE No. Vai 1, Co lorado. DATE: 11-10-90 SHEET ] OF PI-ACEMENT LocA]-IOlC Steps, Stair No. 11; Sidewalk, Level 4;., I]ATCH TICKEI INFOR}IATION: AnlsuPruER Western Mobile Inucl( tto. 1S0 TrcKEr No.013130 uu oEslcN No.il:/ C cu. m.8 llME Ir TcltED f 1:09 A.l.,t. nuE ARR{I/ED .11 :3O A.}.1. IluE PLrc@ U:45 A.}-1. FIELD TESTING INFORMATION: IluE IESI T r(O.r12:00PM sLUuP 3 tN. ^JR coNrEilT4. g ; wEr UMI wEctfl144.9 pct. colo'Avgi r wAIER ADDu) ^r sm 10 9^irPLE TEI/P. 72o NR IUIP. 55OF ftr. Roanl(s 4o of 48 vd3JOB SPECtnCAnOt'ls stuuP J _S tN.NR CYLJNDER INFORI,{ATION lro. OF C'YUNDETIS 4 r,ln.DloE t srzE (rrr x 12t'llME CjniNDFRS CAST 72:75 CURING INFOR}TAIION: lNlIuL CURE Qn-Site tAlE SIRIPPED 11-11-90 RE.D [tY: m)RAGE FlcllrnEs Cure S- Urton Box MrN./r{N(.0I[nuE AT l,{8. l1-11-90 nu|ARKt ACE o \as orE I6TED Tgr t LorD (LDs) D!A},IETF.N (rr,|clrr5)^'lEA(sa. rN.) couP, $n. (r'sl) TYPE OF FIU\CTUNE C^YIINDER wE ctfr (uJs) C{U}lDgl uNtr wEcllT (Pcrl 28 28 28 11-.17-90 12-8-90 12-8-90 12-8-90 121,000 6. 00 6. 00 6.00 6. 00 28.28 78,28 28.28 28.28 428A con/sp1it Dtsrc- SIR€I.IGIX 4000 PSto20 D ts l6nt 8r ulpr lDrt itFs4rrln. f f u r.fitrltrr|.f wrnt lr'n xnr f aslu lrtllxx):i lllttf,s! on|txlYlst ]lolto so{f lfttollrl tlolr oll lllts ILsl RtFofit l{ Y l( PnwlD(, ur onlurs' PROGRESS REPORT: Concrete was placed with a pump, Sarnple was taken from the truck discharge. coPrEs xil::::"T'ffi.1il:l..cture ; PCL Construction Services; Western l'lobile; URS Consultants; Mr. Gary Murrian; S. FIELD ouBitfft/ER APPRJbLfiV'li"k .onn ||n. Ctrtl ll^ a/eo Chcnt)Northcnr,lnc 'n!-rltlq bgl'g. .rd S.l-'||'l. REPORT OF CONCRETE TEST CYLINDER D.ATA {t^r4,nut.nro'Icfl'{rodrirI(wnE(Er,{'ol|tsll.vT\l|tFrForrF^,lcl'1'rG|trrDA5||t|"l{''rr{rJlw..ftt(r{f.rn.rn^tTr.r',r:!oo}'ctl'lo.!tonrXrrl,crsno{.'j|x|(:^,rr,'f|ouo^r.x,'.,s..'i'';liir. tounl.nD tr{rJs olrrtt AnruNo{Jruls lrrt ra.frlft lo lrl wlllllllc. ^ .r-nr' .r ,-l ijfr-flw* rr co.n o,rr- fcin rb. cuCt IJA a/CO TO: TOI{N OF VAi L Attn: Mr. Stan Berryman 75 South Frontage lloadVail CO 81657 PROJECT Addition to Vail Transportation DATE:1L-12-90 sHErr 1 oF Center, JOo NO.4 398 90 DAILY REPORT NO. [.tvolcE No. Vai 1., Colorado. P]-ACEMENT LOCATION:Structural Slab, Stair l.lo. 12; Levcl 4,Roof and West lYal1,LcveI One, I]ATCI"I TICKET INFORITATION: supruEfi Western Mobile TRUCK No. 54 ncxEr No.01 jL44 Mtx DEstcN No.Mix A cu. .|o, B nuE Ir^TCHq) 1.1 :41. A.ltt. nME ^nRIlE) f2:00 P.Irl. 'IluE PL/rcE .12:05 P.M. gAr,rPLE lE,rP.70o AR rE!P. 55oF Gdl. nOl{Rt(s.S 2 of 48 ydJ ern comrn5. 2 : wEr uNlI wocin144. g AR COi{TOrr 4-g tr w^lm ADD€D Ar sm FIELD TLSI1NG INFORMATION: T|ME TE5T TA(O|12:15PM sruuP 3L .ro{r sPEctnc^no}E sr.lMP 3_ 5 tN. tit.Pct. 6 CYUNOER INFORI.IATION: lxl. or cruHoERs 4 riftfr{Drn sfzE 6tt x lztl .IIME GILINOERS O\ST aZ. j0 p -t,r- wllE lE c^sr On-Sitc CURING INFORIT{ATION: INIIUI CURe On-Site REIL 5ToRAGE F/crUTtEs Cure Box MtN.,/r{N(. OATE/nuE ar r,u11-13-90 Ir'E SIRIPP', 11-13-90 st: A' Bathke Ror RKs ACE DAIS DATE IESIE TUTAL LOAD (rDs) DIA'JETrJI (NCl|ES)ANEA (so. |l{.) couP. sm. (t,5l) TYPE OFfn cIUnE CYTJNOER wgo T (urs) clruNo€.R UNff WEGTfI(rcr) 28 28 28 t 1-19-90 12-10-90 r.2-.10-90 12-10-90 94, 000 6.00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 3324 shear DTs'GN SIR€IIGIH PSt o 26 o^ls3000 rEsnr fi uodr^rDfir nf trs.tlfrn. Arlf |tl Lxrtno^rLE wrlrl ^r'r1r: rll Ast! !t"tll('l'6 l"ll cis onfi.f,ffi9E rlol(o 3ol1t lf{l,t||allorl otl llns llsr ttl'o{tl |r Y n- nto.lo(D ItY olllljnt. Concrete was placed rvith Sample was taken fron the PMP,truck discharge, PROGRESS REPORT: a coP,Es xil:::1"T.ffi:.fi;I'"cture; PCL Construction Services; Western lt{obile; URS Consultants; Mr. Gary Murrian; S. Urton T. Laudick FIELD OT]SER/ER EPPROVED ['T Chcn*Northenr,lnc 'rrblu.l trgLd. o^d s.rFlbl. REPORT OF CONCRETE TEST CYLINDER D.ATA {t^r,tmu|'!'0r'6r'.I'cl|f['r.n|fF|mEDrod|t3'|.wt.,tLRf'romJt'(..'t'nin'oAs'rf.or'rtx'.ru|-.-|r'|(x'l|ffYor(x,'rclJt}o '!o'..rn^tTu''Ti.on'!clI,ix'6oFlnircI3mo{.'l'|c^,Inrr.,ou*nrrv.rrs..d'-iiir.io'irrnrr.mnoui',t||ltl|x't''r('\/,|-H'1sc()lalllltt u||]ttls o|lrtl tnt! !o(!txls ,N. lt'trltlo lo lll sfiflltrc, I Eib- o. rrl ltttl-le-.- of .o.nr.. .. t6nn rb. CutllJt a/eo ru: TO$JN 0F VAIL JOII NO.4 598 90 DATE: 11-15-90 Attn: Mr. Stan Berrynan DAtLy REpOI{T NO. SHEE; 1 OF 1 75 South Frontage Road Vail CO 81657 [wotcE No. PRCJECI Addition to Vail Transportation Center, Vail, Colorado. PLACEMENT LOCA]tON: Islands at Expansion Joints, Level 4; ., E{TCH TICKFT INFORTIAION: suPruER $lestern Mobile mucx No.46 ncKEr Nei 3J.52 ua DEstcN No.tlix B cu. y!. 8 TluE Ir rcfitD B:51 A.M. nuE ARRtvtD 9:06 A.M. nuE PtAcED 9:20 A.lrl. FIEU) TEST]NG INFORMATTON: lluE TES'I Tr0<Elt g ; JQ AI,l sLuup j lN.. AiR coNtElrr 4 . g : wEr uNr wrcfi 142 "3 pct. salPLE TEIPT 3oF . AR rD/PsooF . JOo SPEClnCAnOl{s SLUUp3_5 tN. AJR CINTE.JT 5 I WArE't ADDS) At Sm l1 r:ot. nor ru<* CYUNDER INFORIIATION: rK,. OF C'IIJNDF-RS 4 cnlt{DE t slzf (rrr x 12tt lruE ctttNDERs c15r 9:4S A-lt WHBE GAsr On-Site CURINC INFORIIATION: lNIrnL CURa On-Site RE-D sTotlAcE F cttmEs Cure Box Ml1./t{N(. o rElnuE ,rr us- f 1-14-9.0 0 TE SIn|PPgt 11-14-90 Fr: A. Batl.rke REllARKs AG€ D\r6 0rE TESIE T TAL LOAD(t!6)DUMEIT'I 0NorEs)^,lEA(sa. tN.) couP. sIR. (f'sl) TYT'E OF FITACTUNE C.YUNDE}I wElofft(urs) cfLJHo€R uNtr wLlclfi (Pcf) 7 28 28 z6 11- 20-90 12-11-S0 12-.11-90 12-Ll-90 103, 500 6.00 6. 00 6.00 6.00 28.28 28.28 28,28 28.28 3660 shear DESIGN STR€NGIII 3s00 PSt O 26 ols !f,srs E rAtor^rotfl FfrF{toln prt ld A.t'nno r|'f wllrl rrt'| r/rtl an! |'|allrto:i l,'r| fss on|tlRa![ l|(|lf,o sollt ||rllxol lloll (rll llns tlsl llt''onl x Y rt PTK)vlOtD Dl Onlu|1'' PROGRESS REPORT: coP,Es Xil:l:l,T'li:l.i:;I'"cture ; PCl, Construction Services; Wcstern Mobile UltS Consultants; lr'lr. Gary Murrian; S. Urton T. Laudick FIELD OI]SERVER APPROVED TT Chcnt)Northcnr,Inc 'rr.lutr? tjgl'rdr nnr, Ll-lr.l.nE00NOV26tggO REPORT OF CONCRETE TEST CYLINDER DATA To: TowN oF vArLAttnl Mr. Stan Berryman 75 South Frontage I{oad Vail C0 81657 PROJECT Addition to Vail Tra rtation Center Vail. Colorado. JOo No.4 598 90 DAILY REPOKI NO. INVOICE NO. DAIE:10-20-90 SHEET 1 OF Stair No. 5, Level 4, Itralls; I]ATCH TICKET INFORIJAIION: suPruER $/estern Mobi le lnrJcK No. 54 9:20 A.M. ncxEr 1K,.01 2886MlX oEslcN llo.Mir A cU. \o.8 nME /\RRlvE) 9:34 A.M"I]UE Pt cED g:38 A.M. FIELD TEST1NG INFORMATION: .II'J€ TES'T TTX€ilg:45 AM SLUUP JOO SPECInG nOIls SU,MP 32 tN. JR coHrElns.l : WEr UN]I WECIff145..1 pct. s raPl-E rtJ//J' 72o AIR rE!P' 35oF IN. ATR CONTDIT, O I WATSI ADD@ AT STTE Gdt. RanARK! 16 of 16 vdr CYUNOER INFORMATION: tto. OF CrUllO€RS 4 ciYr nlorR stzri 6rr x 12rr lvtlE t€ c^Sr On-Sitc CURING INFOR},{AflONI lN[uL cuRE 0n-Site Rar sloflrcE FrcruTlEs Cure Box utN./r{N(. D lEnuE AT l,^& 10-22- o rE smPPg) 7O-.22-gO ttf: S. Urton Ror RK* con/shear shear sfiear shear 3474 4670 4580 4560 28.28 28.28 28.28 28.28 6.00 6. 00 6.00 6.00 98,000 132, o0o 129,500 129 ,000 L0-27-90 11-17-90 11-.17-90 11-17-90 7 28 28 28 otsrcN sImNGtH 3000 PSlo2O o^E rEsTS rt LAlpuIoFr lrtn5roorn. r f ol ,a,r.t1rl(wr:f ttnl ^r'fl t7 f Aftu !e1n('5 ttlt,cis on|irvjEf ll(lro :art Dtt oBrrlltqN ori iirri-rr-sr-rclont u Y fl' fnov x' ItY olllf'ts' Concrete was Placed with a PunP 'The sanole was taken at the truck discharge. S. Urton T. Laudick FIELD OBSETryER APPROVED B'T coP,Es xil:*.';'i,::,ffi:l."cture ; PCL Construction Services; Westcrn I'lobile; UIIS Consultants; Mr, GarY Murrian; tr^!rmW'Pf(mcFtonrEtI!ttFlliE^,|oot,fsr|.wt.lttRf'9ms,I!slmrrnrDAttlr.or'ro||ut.Jio.ir'f'Yoro,i(t,trts',,m!mnarl^En|rro.s|^'T||'t,l':ig'ftt^r,8o[rxI|A;Isma{.nntc^,|.'|'{|o.,n"r'.,.7i..'s'.liii'iniurriid.'.iorrc.1y;1111liil 4our\r.lut ur.llss on|tl ,ntwrrlruals lnf rartlu) lo fl rfrlllrrc. ^ hcr'' .. ,.1 i'iiiTl "-- or G"-r.'rh r.d rr.. Glltl ll a,/m .Clrgn€Northcrn. I rrc.Con.Ulrn{ Engl.tr... ord |- lf,ill.. '. , Sto*, oF coNSTRUcroN ActvrtEs TO: 1gwN OF VAIL JOB NO. 4 398 90 DAIE: 10-1-90 Attn: lt'lr. Stan Berrynan DAILy REpORT NO. 86 SHEE1 1 OF j 75 South Frontage lload Vail CO 81657 TNVOICE NO. PRoJEGT Addition to Vail Trallsportation Center, Vai1, Colorado WEATHER CONOMONS AND TEMPEMTURE CICAT, 600 CONTRA TOR'S CONSTRUCNON ACIMTIES PERSONNEI.: l,tA,OR EQUIPIIENT: ACIMTIES: CHEN_NORIHERN'S STTE ACTMNES Full-Lime observation, testing and inspection: Hcavation for footings stair No. 5; density rnoisLure testing of backfill nnterial being plaeed north of Line C and easL of Grid f; reinforcing steeJ- be ing placed for wal1s stair No. 10; density and mois bure Lesting of structural fill material being placed for stair iooting at lower leve1 stai-r No. 11' VERBAL COMMUNICAT]ON WTTH CONTRACTOR, ENGINEER. ARCHIECT' OWNER Les Wood r'ras advised of concreLe mix C 4500 failing testd- Advi'sed ScoLt Green of B & B Drcarrat ion to rsnove material at Stair No. 11 . lr{i chae 1 Bartrcr Architecture 'COPIES Attn: Mr. Scott Ward;(;a1y Murrairr PCL Construction Scrviccs, Attn: Mr. Dcnny Arrnour: Anderson ti llastitlgs; llRS Consrrltatlts. Attn: Mr. l,es Woocl ^s ^ unar- rfitrrrrx m crrxxl- nr: nrtrc ^rrl qrntr.lw3' ar !!t!!! ftr sun{rlro as n'r cor'rf,xrlt lttq4Mst$1tsffi ftlotffi6m's"Sf;iri riiir-niifr-;itdln;6 of r,rriiil rn.,\i cn Rt'unltlo oui RrPqrrs ri rutrfirr Fftomo o{-n rxtlll}l ririuno uctss rrrl{t lan rq.rrr{l:s l/te lretD 10 lH f,nlrto ^ 'F..t* .. -[@* .. .''rF.r- fen rb. Cl{lOtlA rro i'€lrcn€Nonhern. htc.C.r:Jtht E gft*r -{ S.JrnaL. REPORT OF FIELD NUCLEAR DENSITY TESTING ffi Frrr E lr., c.fttfl\r-:r. ^t rurn,rrr -r^t 'i.Tr?D As nr: coflt.'ar^ Fic'rtrf or q; ct ENr!' ^,o amodt rDt '-'. FIE - rFt F sr^rrrxrl c'tq [trt6 qr r{tt/rcr! rNftr o'l iFq T t|q "'" nt"otfi"triEiilil*niiirriori -rrn'D| rlrironr' s'uru: wrl E utfoltt (r /f:rt fclrl€ 6 cortftrr t {.8l| gl}tl ||arflt:xt! ,rt roatl, lo $| wnlnter' ^ .n-rrr- .. r.[-XUl r..t i dr?a-. ar|r| tao. C|IIO'A a,/ro TO: TOlltN OF VAIL JOB NO. 4 398 90 DATE: 10-1-90 Attn: Mr. Stan Bcrryman DAtLy REpORT NO. 86 SHEE;2 OF-i75 South Prontaqe RoadVail C0, 8l-657 tl.wOlCE NO. PRoJEcf Addition to Vail Trnnsnortation Ccnter, Vai1, Colol4do SPECInCATION COYPACTION & MATERIAL MINIMUM REQUIRED lN-pucE DENSffY 98 I As DETERMINED Bf: ASTM D l-557 under footing CONSIRUC'NON CONTMCTOR: B & B El<cavaIion TEST LOCATIONS WERE SELECTED BY: FiEld TEChNiCiAN Ty.E Al,tO NUMBER OF EARTH MOVTNG UNffS 1 front loader THrcKNESS OF UFT As TypE Al.lD NUMBER oF coMp^cnoN UNrTs 2 ,Junp .Iacl<s NUMBER oF PAssES As regui METI{OD OF ADOtNc MOTSTURE Natural SlightIy si1-ty gravelly S1-ighLly silty gravelly SlighLly silty gravelly 7.0 LO.2 7.2 134.0 L3I.2 r34.2 5.9 5.9 5.9 136.0 136.0 136. 0 5' Norbh of D<ist Street @ 12.5 4' NorLh of Dcist Street @ 11.5 Retest of No. 406 Below footing Belor'r Footing Eblov footing ET FULL TIME OBSEIWAIION D PAffi TIME OBSEM/ATION tr{l ttFoit paf:r r:r (P Dlt tulrD at l nf,.1rlr or qn oFtll/ lxflr (r nll n rctr|Ext' tt rt\tr tlfl'flt st-nlr collR'crm m cDlrD|UE rPttnr€ rHf FEorr.t*xof! cc.rpAcr'w rrr(rn ^rro ,,<rsrtrr ro nu. urtrtrc ntt n,t, *r,ln'dth';i*fi E-u& irirT g -oiarrnrs lests xrF ruo( o' nL oaY ls F-t-Evrt fltocrsuv to crlrnllt trn omulr'tf,-! Julpttrxr. ttsr *r^ lni lii rril iiirr l'r.d rm orrxrors ar v tolnlt lltc rllL rtln storrllxr6' lHE HtrcLE R DOTSOUEIEn MEnrcO OF rEnNC W S USED tll sutlst NIUL ACCOffUNCE wIfH A5I D2902 AllD DJOIT pRzuMtMFf OBSERVATIONS AtlDlOR TESr RESULTS \ERBAILY REPORTED TO: res Wood The above Lests rvere performed on the for footinqs sLair No. 11 at axisting placed is over optimum moisture. structural fill being Placed street. Material being W. Carr S. Par'rlak FIELD OBSEII/ER APPRWED SY coprEs Tl:ll?" trYi'3::.t'fi'l"l: l'"'".'. Anderson fi Ilastings; l!r. Gary Murrran; PCL Construction' Attn: l''lr. - Dcnny nrmour; iiil5 c;;;ni iints , 'Attn : Mr ' Lcs lvoo(r " Ghcn€Nonhcrn.lrrc Co /Unt trr.|.-. -{ &r-..|'a' REPORT OF FIELD NUCLEAR DENSITY TESTING ffii ,,rr"..E fr{r Gfrrrtw:r" 4r Flryqr- ,,( ,,r'.nrD A, Trf c'r'.'.tut fnrrrry oF ."i .. fr{"t lro a/r}oifz.''r roi ''rt' - ltor {f, srlr*r.rl d}.rlurrrt qr rrrpfclr,R'r G RFo 'rr,+ro or nrof'r-iii}iitil -njitiii'ox wrnrr| rrrnqr,v- srr.'L'6 ru E l(F(nD c. T TrI rttrHo 6 cc?trnD u{l! (m,Il l*r.l]lxtl x!I' lftID m |'a |rl!r|r€' ^ lrrrt- .. r.(Ttt-r ls.rt .. .''!€r.. F..t!r h Cr|IIOIA a/;t TO: TO1yN OF VArL JoB No. 4 398 90 DATE 10-1-90 Attn: Mr. Stan Bcrrylan oAlLy REPORT NO. 86 SHEEr 3OFz75 South Frontage RoadVail C0, 81657 ll',ryO|cE No. PRqrEcr Adrli tion to Va i I 'l'ransDo rtati.on Ccrrter:, Vai l, eolq I AS DEIERMINED Bf: ASTM D 1557 bac1cfi11 at ii-al IEST LOCATIONS WERE SFI FCTED BY: Field Tectrrician sPEClncAnoH couPAfioN & yATERTAL MINIMUM REQUIRED IN-PI-ACE DENSTTY 95 CONSIRUCIION CONTMCTOR: B & B Excavation TYPE AI.ID NUMBER OF EARfi MOVING UNTIS 1 FTONT I-OAdET 1-D-3 THICKNESS OF UFTAs recruired rYPE alo NUMBER oF coMPAsnoN.uNtrs il.ilff1"5"31,i.lotr*ft3 v{heeNuMBER oF PAssESns resuired METHOO OF ADDING MOISTURE NAIUTA1 , - V*IIF Vq9I\V ERCBIT OF(ftr^n€/ ll^Xlu{rl)ottlllE BSG=Below Subgrade LOCATION Sriqhtly irII t,)/ gravelly SliqhLly silty grair'e11y Slightly silty gravelly SlighLly silty gravelly 7.O 6.9 6.8 11 L32.L 132. 0 r31.9 r32.4 5.9 l.:, 5.9 5.9 136.0 136.0 136.0 r_36.0 4' North of C line @3r 3' North of C Line @36 3' North of C Line @38 6' North of C Line @ 30.5 1I BSG 1' BSG Subgrade Su@rade E FULL TIME oBsEIwATloN D P t{r rlME oBsERvATloN nts l'Fdr pRfirxl! GttDrr rqrr{D alt A FG,LI d- Olri mgr|tvllr).dt (r nll Pt fatyf}n. !E lt^\t RflJm oN -lxr c"'IR cTrof, m crtfiDll'f 'JTL}II€ Tlf RECOTT{)IOF.TT C(rr Cnvt ftrrFr |,|o uEntl' lo tltt. unnrp ,r,l .l,,rs ",r,t'(rh';;5ffr't;1i; bt-iiaro mrerns" lEsrs Atf ruo€ of nF rnl otlY rs Er.EYtt xtcnrt|iY II) Grtm I qr otEjavrrs Juuftr'f,xl. rtgr o rr ^ft ii'i;'l-r'f'dii o'sa rm ctr{r6 ql wllElllt'R ttl[ nLL UEnl sftorrcarxtd' lltE Nucl-E R DS\aSOUEIER UEn|oO Or IESnirc w\s us{D lN sutsra{ruL ,ccoRo llGE tIIH AS;IU 029C2 ^}l0 DJOIT PRzuMlM,Rlf OBSEFVATIONS AllD/OR TESr RESULTS \/ERAAIY REPORTED TO: .Ies Wood Ttre above tests rvere perfonned on the baclcfill materi-al PROGRESS REPOKT being placed north of C Line lrall and east of Grid 39' tr'I. Carr S. Pai,Ir-ak REI.D OFENilER APPROYED Ff coPrEs xi:l?"'"li'B::.t"ftli::l'u'",. Anderson 6 tlastings ; ltr. (;ary luulrlan; PCL Construction, Attn: Itlr. - Dcntty Annour; ililS c;;;,;iainis,'Attn: Mr' l'cs $joo(l; - ' 1 Circn€Noflhern.lnc. REPORT OF FIELD NUCLEAR DENSITY TESTING ^' A |4mr( Tittrcr rD qrxrt. nl |1ll! ,rro d'lttull' AI ntrtm rJl' !-r'TIm ^t 11 3grrrllll!-ftrtftY of (f,t crl}cl' ,'o T .,Dqig lDx rDi n'r''E - rrx (, !r^n!.xr!. utqrxr.. ,'t r1n..;rr. rrn o.r drr^^r.. g1rt onii'n-r,-&l^i,i niii6-irrr 'trrrt{ '/J'FnolA- t'{n'J rttl !( lrf$l! d rnu [tl€ ! g.rr.1l nlr trllE o|lrl litf]|,1lljllt ,rrf, lontlu llJ rl wntlto' r d.r, *[Xff fl r.t rl o*rerrJr - .. ..-.-. . ra Ccrr.ihf tllglt-r -la td.a... TO: T6WN 0l: VAIL JOB NO.4 398 90 DATE 10-1-90 fl3']'u"Xtiostan Bcrrvnan DArLy REpot{T No. 86 sHEEr 4 oF 7 Vail C0 816s8-0100 1NVO1CE No. PROJECT Acldition to Vai 1 'l'ransportnti on Ccntcr, Vail, Colorado LOCAION DEPfi OR ELEVATION (FEEr) LAAORATORT RELD SOIL TY?EM XTMUM Dfrr DENSTTT (pcf) OP-NMUM MOISIURE CONTL:NT(x) DFTT DENSMY (p"r) MOISTURE CONTENT(x) IEST NO.(RE.AIIY€/ ra)or/1Ar) o{nAl€t) 4J,I 4' East of Gri.d @B Subgrade qo 6.6 SliEhtry -II UJ gravelly Michacl Barber Arclti t ccturc, COPIES Attn: l"l r. Scott Ward; Anderson I tlastings ; l'1r. Gary Murrialt; PCL Construction, Attn: Mr. Dcnny Armour: URS Consultants. ALtn: Nlr. Les lVood; W. Carr S. Parulal< RELD OBSER\ER APPRO/ED W ' Chen€Nonhern.lnc Co.rrltL|{ t/tgklr.r c.{ sd-lr.i. REPORT OF EXCAVATION OBSERVATION Al l twtAt pn('tTcrE.{ to ctfxrs. n|f RrrE |,qJtrnt wt f ! fat Fotrs lJtf Slrtar[n A5 n[ cffuxrul. Ptlo"fntY of out ctIXE "O- It]gttZArEl ftit I't'd-rl- rrt or 5tlnrtt{tr\ c{rG r!(r{i oR frrRA;r5 [r(ra (n frq r!rr qrr xrr<rrin o _iiirrxiur nritnc orr f{ttttn lf?tto/a- s'fratl5 ft r ooru, (f lfll lf:lll& 6 (rri},t lttlr lralts qDl| xlflarx|aal! ,rr1 ,c[llt to N irlrD(t A iirn* .f F r|o. d;IOJA .l/to TO: TOI{N Attn: P.O. Vai L PRO'ECT OF VAIL Mr. Stan Berrynan Box 100c0 81658-0100 Addition to Vail TransporLation JOB NO. 4 398 9,0 DAJLY REPORT NO. ['tvolcE No. Vai 1 , Col.orado DATE 10-l--90 86 Sgggf 5 0F Ccnte r, E(CAVATION FORr Footings LOCATION: Stair No. 5, South of A Line Grid 22-23 E(CAVATION BASE ELEVATIONS: 6r.7 MATERTALS EKPOSED tN BASE(S) OF EIOVATTON(S): The nnterials en@untered appear to be natural, undisturbed soil-s' suitable for support of the reconunended design bearinq pressure. RETIARKS: \ERBAL COMMUNICATION WTTH CONTI{ACTOR, ENGINEER. ARCHTTECT, OWNER: PROGRESS REPORT: Michael Barber Archi tecture , COPIES 111n; Mr. Scott ltlard;6i11y l.ltr'rain Anderson G llastings; PCL Constiuctron Services, Attn: Mr. DennY Armour; URS Consultants, Attn: Mr. tes Wood; tr{. Carr S. Pawlak FIELD OBSEFYER APPRSYED B/ Chen*Nortlrcrn.lnc e-J(}|a a.r|oh.-r .'ra &L't.L REPORT OF REINFORCING STEEL OBSERVATION At l |rr ( FEttc.r!.t r! c|txlr, nr nr.E rr) tr,r rft' ar roiotrr r|( ttrr|lt Ar nf @trtxrgt Fioftlt tr c(r crf}arl xo a'nraotrt{ toa PtJ|IE - rr1 o. srlfirarnt (rrxl[rro.t cn rn1r crr rrrrr 6 ro^rrr rur rootddirriliio -rdirip-cr.n -nniot nrlrrnr- srru: tu E uifqt" r r't[' Te'n|o 6 cg.\rnD urat ollt, mtul[.Lxll {lf lsltljr ro tl lil]n ^ 'rr.r.' .. ..lTttH lr- r !..,rdr. t.Y' tl6, Cralll a/t(t TO: TOI{N OF VAIL Attn: Mr. Stan Berrynan 75 South Frontage FoadVaiI, C0 81657 PRI^JECT Additi.on to Vai I 'l'ransnoltir t i ori JoB No. 4 39-B 90 oATE: 10-r-90 OAILY REPORT NO. 86 SHEET 6 OF 7 Ccntcr', tl.{votcE No. Vai 1, Colorado STRUCTURE Stairwalls sloned curb l.ral1s LMAI|O|E-Ev lloN RENFORCIIIC couuanrs VEfiNCJL TKRZO'{TAL Stair No.10 Stair No. i-0 Level 3 Ievel 3 l_5 #5 @ 6'! OC-FF 14 $6 @ 6"OC NF 84 +5 @ 6,,oC .E.r 84 +6 @ 6,' 0C NF 5 +4 MK 408 @ 12', OC 2t */1 @ IB',OC FF 20 +4 @ 16" OC 10 each face 5 #4 MK 406 @ 18" OC Dvrls. to Slab 22 +4 @ 16"OC 11 eaeh face 3 #4 @ 5'4'l 4 #4 @ 4,6" 9+4@16.'OC Each face Section A Section Section Section Section AA AA BB spEctFtc nstss sfEIL GMDE: 60 fi nrl.|s uso RgtrmcNc ctr Nt.o{Esr: clean ff snoe Dn $NGs usED ctr RArcE A{D O0\,ER As recluired f;t COmnrrcn /\gl,rseo sPudNc3 sPEcurc rDns: As reguired u ruu--lve oosEwATloN aAR g.FPORnS: Ty"E 2 " chair &l rrrr-lug ollsBt|/ noN FHEH llPL cg co|'lfl llctHn*n ffiffi #9"ffi5K ne-$E*reo C](^THED RE-E(AII$I@ Yes ' PROCRESS REPORT Michael Barber nrchitectul'c, COPIES n ttn : Nlr . Scott Wartl ; Gary lr'lurriri rr PCL Construction Scrviccs, Attlr: [4r. Dcnny Ar'rnour'; Andersou Q tlastings; URS Consultants . Atttl: ltlr. l,cs Woocl: w, carr S. Pal'tlal< RELD OBSEIT!€R APPROVED BT Chen*Northcrn,Inc.O.:/thf trd..r ri s.r(lL''' REPORT OF REINFORCING STEEL OBSERVATION ^'Aq,nrr.ri'|TcTD{'orrlx'\Irt^|tx|lot;1rTlAlil.Polt!',Jrts!D|Tw!A|nfc0Tuxlr|(.Pmr|'l'oFq'cu}lll,,o,l,ntE^ID.rt,lFi.E'EA-n6r o. ilArtrar.rr. o.'qrE'6 (r rr,'.-.rr rrrl, or rroA^ro al mnonita-Trtfnir"rddio-qrr rnnor rffi& !ll?t'E ru E lrlt'(Il! ct- l'Trr ftJn& 6 coarr]lD ut(lJn ollet raiulttt}nt Attf |!|!lto ro rl t{llrr ^ 1{i- r *.[fffHl 7r' d ...'tdr- r,'r rh. crrr ra^ a/it TO: TOI{N OF VAIL Attn: Mr. Stan Berryman 75 Souttl lrrontage RoadVail, CO 8L657 JOB NO. 4 398 90 0A'lE: 10-L-90 OAILY REPOKT NO. 86 5966 ] OF 7 rlwolcE No. PRtrJEgf Addition to Vai L 'l'ran sportat ion Center, Vai f , Colorado STRUCTURE Stairualls sloped curb r.raLls LffiAIIot{tla/ T|orl RolFoRctllc cogue{rs VERNCTL HO6ZO TA 36 .t+tr @ 10"0c 2.1 @ #4 MK 418 10" OC 30 #4 MK 406 @ 12" OC Slab Dor,tels Section Secbion sPBcuE T|ofis $Err GRADE U n'us ttso Rtr roRctrro cu^llt-olEs& 0 srrcp DflArtNGS USID cuAuflc€ At{D co/ER C coxnrclon rcnnseo sptrcutc: spEcEE rplrs: O ruu.-nue oosE tv^noN gAR slppof,T5: TypE D prrr-nue ocsmv IloN F;H6H |}P[.ACE OO|llfUNCE HtroHr H,'ffi ffi"'H6f; *r-S*'ufltol lNlr! tIY lvtlol DOTINO RE-E(j\TNID PROGRESS REPORT Michael llarbcr Arclritccture, COPIES Attn : 1,h.. Scott lrlar-d ; Gary lr'lur:r'ain PCL Construction Serviccs, Attn: ['h'. I)cnn1' Armour; Andcrson $ llastings; IJRS Consultants. nttn: MI. Lcs Woodl W. Carr S. Pawlal( REI.D OBSEfiruER APPRq/ED F' \$Prn' JoB No. 4 398 90 oATE: 10-2-90TOWN OF VAIL Attn: trlr, Stan Bcrryman DAtLy REpOKf NO. 87 SHEET I OF 4 75 South l:rontage IloadVaiI C0 81657 ltwolcE No. pRqlEcT Additj.on to Vail TransPortation Ccnter, Vai1, Colorado WEATHER CONDMONS AND TEMPERAruRE RA1N ShOTTCTS, 5OO CONTRACTOR'S CON TRUCT1ON ACTMTIES PmSOllNEti }.TAIOR EOUIPMENT: AgtM'nEs: CHE}I-NORTHERII'S SNE AGTMTIES observation, Lestingr and inspection: excavabion of air shaft bel-ort slab on grade leve1 1 t'o 2, B Line to C Line; densiLy and mci.sture testing of slab on grade 1eve1 1 to 2, Line B-C Grid 31-33; reinforcinqi steel beinq placed for roof slab and beam stair No. 4 and I ira11s 1eve1 4 at Grid 18; vire mesh and reinforcement steel being placed for laree m1l Visitor Center l,evel- 4; concrcte being placed for lflee valls and ! rva11 Grid 18- VERBAL COMMUNICATION WITH CONTRACTOR, ENGINEER' ARCHTTECT. OWNER llichael Barbcr Architccture 'COPIES Attn : lvlr. Scott Ward ; 511-y lr,lu r.ra i r-r PCL Construction Scrviccs, nttn: Mr' Dcnny Annour; [I[{S Consrt I lVoocl Chen€Nofl,henr.lnc.Co.l.'lluog t glir6r oo{ s{r-,rht -t REPORT OF CONSTRUCTION ACTIVITIES ffi ".^E ^,., (xrrF,rvr3. al irmi", ^r€:irttrrrtn as nnr corrrrrlE-ffipflrlAEtlt f"ffit#-rF SS; ,rr{ rr i^rrLxrs. crrtl us.t .n , iririifl " r rn irr iuxio oun Rf rurnl 6 Rt sljlvfD Pl}ltlt$ otn rf,rnJl corir.nii trqI.s! ittrrt ^{r..r.c(Lxts rnr- ral1 Io ltl wnltrJ' ^ n.'* d t-firrillt-. G. dt'rr. tdnr rao. Cr{tOrA a,/oo , Glrcn€Nonhcrn.lnc.Cdtr/tL{ ttf5.6 .t. 5.1-tl* REPORT OF FIELD NUCLEAR DENSITY TESTING TO: TO*N OF VAIL JoB NO. 4 398 90 DATE: 10-2-90 Attrr: Mr. Stan Bcrrlman DAtLy RE'ORT NO. gZ SHEET 2 OF475 South Frontage RoadVail C0 81657 tl.rvolcE No. PRGIEGT Addition to Vai I Transrrortn t i. on Ccnter, Vai!, Colorado SPECnCAnOX COypACTtON & MATERIAL MINIMUM REQUIRED IN_PUCE DENSITY 95 X As DEIERMINED B/: ASTM D 1557 CON5.IRUCflON CONTMCToR: B 4 B Excavation TE51 LocATIoNS WERE SELECTED BY: Field Technician TY?E A}ID NUMBER OF EARTH MOVING UNTTS 2 BOJTATS TYPE At,lD NUMBER OF COMPACIION UNffS l. Dral l']heel Rol1er METHOO OF ADDING MOISTURE NAIUTA1 THICKNESS OF UFTAs resuired NUMBER OF PASSES As recrui Slightly sirty gravelly slighrlysilty gravelly sliqhtly sitty gravelly Slightly D. Tt/J 7.O o.u 6.9 L32.O L32.2 l_31.8 732.4 5.9 qo 5.9 IJO. U 136.0 136.0 136. 0 6' h'est of B @ 3r.5 4r North of B @ 32.5 4' East of 31 G'8.5 B' South of 89 @ 31.s Subgrade Subgrade Subgrade Subgrade )GI RJI.L TIME OBSEM/ANON I PN{T TME OBSEFVATION nrs rt?l'r FRtrtl||:r q,'|sr.ir{n Ar A Req[l or on oFsth/ r(xi or nrr pr/{,trftf, E l!vE,!!-!r-9--o! nlr co{nuGTt}R m cDflltlf l'Ttnlq llrr Frt[).rrX)fD cn4'farit ftrrrl rrro rr(Elurf ro rfJ- !rrmr@ n,q ,aes *tit, o"r'it'iin;i,n' ,s -xn qtgr.!f19-rf ft{9 IrTE 'af ! oE 6 IF nl l)r{Y ^s rlfr{l r{roersrrr tp ca.frlr[ (rn orsr]R.urn-s Juror ,.r,J., ,tsl ,r,r,^ ioi Tf rr'i iiii niso rur olrxprrs ol wtrnrn llc rluEnt srEorEArxF!' lltE l{ucr-EAR I)€r{solfEIER UEIIIOO OF lESnNG IYAS USED l}l suBsra{IuL rccoRtxllcE WIIH ASIU D2992 ^}ID DJO',I7 PREUMIMFt' OBSER/AIIONS AilD/oR TESr RESULTS VERBALLY REPORTED TO: " Les Wood The above tests vere perfortned on the structural fill being placed for slab on grade leve1 I to 2 l-ine B-C Grid 3l--33. W. Carr S. Pavlak FIETI) OBSERI/ER APPROVED FT Michael Barhcr nrchj te ctul'c,uurlu Attll : lrl:: . Scot t w;r rd : Anderson f1 llastings; l{r. Gary l\lurrlanl pcl, Contttuction,''Aitn: Ir{r.- Dcntty Annour; i'iis d;;;;itinis,'Attn: Mr. ltcj rggli- ffi n,nE rr,, .^trt tw!' ar FrF,',, 'nt ,,t''ntD 'rt "t "t''qrgffi,f$Agffi goffityt5f^; rut 6 sl^nrf xrt clrG url)r(! on Fnt&1t ltftr an rlo{nF€ qn rrr<rrtr- s mJURVTIO Pt}()lI} (ln rtlnol cot|.flur tAl]tl cntr ardra{trxn ||f |olf,lu lo |ll ffinHq ^ ,rr-tt- d |^.l HIH lr-r .. ..6"ar- arh Xo. Crf,lot .,/aO ClrcnSNorthcnr.Inc Ctrrui rinftr| -a L,..rtl.'. REPORT OF REINFORCING STEEL OBSERVATION |' a |lrfrxr tittfcrDl m d txtl ltt ttIE ^r(' dn'ttwt' ar itFoft |Jir tuiJl'lfD lt l]f colerl,|tvL Ficf|tY or dr o-f]fll x' a'rxp lxt{ trr P!nEA- rs. o- .r^,'rtt ll 6r(r ud{r6 ci rxri.lcrt tFx (n tuo i.€ a.r nlo*ri'd-iifnril'-ltiiiiro-<ri ilruiot i*oni. srru: rtl E rotrD cr ,'lul ltsn.o B orynfnD r,|ltt ('|tr,l r*aq,Irll ,lf f.llltD lo H rlllr€' ^ ,Er.- .. r,.l-}frf lnr .. ...rrc*.. t.6 rh, C{:tla ./lt TO: TOWN OF VAIL Attn: Mr. Stan Berrynran 75 South Fr.ontage ItoadVail, @ 81657 PRUJEfi Additi on to Vai I 'l'ransportati on JOB NO. 4 398 9"O OAILY REPORT NO. rtNOtCE NO. Vail, Coloq4{o _ DATE: L0-2-90 87 sHEEr 3 oF Centcr, STRUCTURE Roof slab and beam stair No. 4 - I lralls level 4 LOCAnOII E.E\/ norl F0lfORCltlc C0li0lOfi! VERNCAL ltoftzot{Ix- Stair No. Stair No. Stair No. Stair No. Grid IB 4 4 4 4 Roof Roof Roof Roof L,evel 4 59 MK +3 0 6,' o.c. 2'6" A11 tfu. o 16', O.C, 5 {21 @ 2908 2O #4 x 5'B @ 18" 2 #5 Top 3 fl6 Bottom 2 #5 Top 3 +4 Eq. spaced Roof sl-ab Roof slab Beam in slab Beam in slab I/2 waLL L/2 war]. sp€qrE llons srEE- Gfl D€: 60 Gl nens usto Rolf(nGMi ctr Nt-DlEst Clean E sttop Dfl rll$ usE) clrAMNcE rr{I) caryER As reguired E comnrrcn rmso SpuOXC: SpECrEAIx)tt$ As required O rUU--nve (xtsE VAIION E R s1ppo36 Tr"E El prrr-nle oostilAnotl FU|6H ttPuce co$"Pt^ilcE HEcHr ffilffi ffir'ffijr% ne-ffirncoutrE|t tMna.LY l|tcl{our0lED Rf-a(^$l|g) Yes PROCRESS REPORT Michael Barber Architecture, COPIES Atttl: Ir,lr. Scott l{artl; Gary lr,lurraitt PCL Construction Scrviccs' At,tl't: ItIr- Dctrny Annour; Anderson 6 Ilastings; URS Consultants. Attn: Mt, Iqs U99di- W- Carr S. Pawl-ak RE.D OBSEfWER APPRO/ED g/ TO: 19p11 0t.' VAIr, JOB NO.4 39g 90 DATE 10-2-90 Attn: Mr. St.an llcrtyman. DAILY REPOKT NO. 87 5HSET 4 OF 4tJ soutn rrontaqe Roao Vail C0 81657 b{\OtCE No. PRGrEgf Arklition to Vai| 'l'r'anstror'l irtion Ccntcr'. Viri1. Colo::atlo. - Western sPtrrE Tptt$ surup 3-5 AR @ifiElfr 4-A ,(.) ()srffi*-ii^t-rr^ uD( r.D. A 3000 ATSE T TETpEn,ITUBE neIG€ 60" - 90' lErt{t In cx ML T|q( T Mt. T||€ E lcHa) "TTUE ARnryE Trn€ s lrPt-tD RA,OLltlFtl @{J}nEX EO$l RElOWIprl COUNTEN @uPlfIIot{ C|.IIC YARF tet'{D/ CITUUIAIIYE wArB ADO@ o Lloirs 1 3 49 ro4 119 2616 26L8 26]-9 12:L7 12252 I:17 L2:40 .l-:06 2225 2:OO As reg As req As req As reg As reg As reg I 16 20 TETTt{t su[? (Dr) llR oof{rE{r(r) trET UN]IT UEC}fT(Pcf)ItttD coNcnflE IEIPE- R^IUNE fF) nErarE$ 2 No cylinders required. Tine limit on truck 104 exoeeded. Balance of concrete wastd on site- PR(rcRESS REPORT Time observed on all trucks. ^nottrc Michacl llarbc r Ar.cllitccturc; AnJcrson & llastirrgs i Ga.ry Murlain PCL Construction Scrviccs; URS Consultalrts l W. Carr S- Pattl-ak ROD OBSESUER APPNWED BT ChendNonhern.lnc Cdn lrri tt{h.6 rJ Sdrt{| REPORT OF CONCRETE PLACEMENT OBSERVATIONS ar a rrrnt,.. ?iorcrD. lo qrxrr lt( ?l[t Atat (r!:tlw: ar |rt'(lirr 'nt a-tlrtD At '|t oor.rr]"IL--FF tfirY o'(r'l cl l}'ra Ats alnl{llrDl |rJi Ftf'r - rI r f tttatr|.,.fl oottlltttft (n lrrr\clll t|rx (rl ito"rt|c t"t "ttt"ii"i^fnil"l'riiil qn -lrltirx rn"nort li'^l''tlt trt E D(Fclto (r itrl rctltro B ooa.ruttD trl,tlr q|.t 'awlttxll ,r. ,g|att lo x ltltnaq, ^ "'r.- .r *[Eil-lr* .t ...q.iJi t-n L..trlllal 4/rO .{(\ \*-To: row$i vnrl JoB No. 4 sge eo DATE: 1O-3-9o Attn: l,lr. Stan Berrynan gAlLy REpORT NO. 88 SHEE1 1 OF 6 75 South Frontage RoadVail C0 ,81657 llWOlCE NO. PRoJECT Addition to Vail Transportation Center, Vai1, Colorado WFATHER CONDMONS AND TEMPERATURE 4OO * 5OO, PATIIY CIOUdY coNrRAcroR's coNsrRucnoN AcIMnEs PfRSOf.tNEt_: MA'OR EOUIPMENT: ACIMIIES: CHE}.I-NORfi ER}I'S STTE ACIMNES F\rll-tine observation, testing and inspection: Reinforeing steel being placed for stair No. 5 footingl, stair No. 4 roof slab, stair No. 10 vralls and stair No. 11 wallst density testing of backfill being placed east of retaining wall and existing A line r,rall stair No. 11. VERB,qL COMMUNICATION WrIH CONTRA TOR, ENGINEER. ARCHNE T. OWNER Ies Wood, Scott Green and Deriny Armor advised of over optirrum backfiu material being placecl at ltalls stair No. 11. l,'lichae 1 Barbcr Archi tccturc, COPIES Attn: Mr. Scott Ward;cary Murrairr PCL Construction Services, Attn: Mr' Dennl' Wood Clien€Northcrrr.lnc. .^qQREPORT OF CONSTRUCTION ACTIVITIESc \j' cgrvnl uruss otrl.l r&i^t€fLxlll lrlf, ldfl, ro lll wntlrp a nr.'.- I r.llllll |tr' .. o.dt .r. r.tr F.. c.{rol^ {nO as ^ urnR Fi('rtcTx'| m drxts', nf, nttE ^l{t out}tnr'/rJ' 4r !!r!!Lt r'ec srn|lmD as n|r @lnglgqr-of tHEffi f"ffiffi]['r Sf;;il.i;;^nnj{ri- r,tidirit6 m rnwirJi*t ott Ft outito rrri RtPqrrs l: lrst-RtrD FtrDtrrq orn mfirul Con.ulutE [.'|gln*. ond S.lrttht Chen€Northern.lnc.C..:rUr{ [n9l|.r. -i s.r-r?r.b S . Pavlal( APPRSVID FY REPORT OF FIELD NUCLEAR DENSITY TESTING W. Carr FIE.D OBSERVER corrrnD ur.ct qxrt rGlf,rxrr ^|f ro|llrlt t0 ltl lr'anrq' ^ 'i-rt' r rh.lrltt-l-lg|.r ., !,nrod- Fdtn X.. crf,lt A 4/aO ffi nnE ^rr' o.rfrrlrrr. a! |tl'r'llt |,rf snrrno ^s nr corgDo{ru( r!!!!rqy_a$A.S"ffi f#ffi.rtrrsf^; nor ar srlrrrxrr, qr.Cr unoxr or, mi,fritffi fi';i ilioi,rt j -qr iu'tcttrr B Ft:stnvrD Pu[orr' qJR rETrrr TO: TowN 0F VAIL JOB NO. 4 398 90 DATE 10-3-90 Attn: Mr. Stan Bcrryntatr DALy REpOFIT NO. 88 SHEE1 2 OF675 South Frontaqe RoadVail C0. 81657 tl.tvotgE NO. PRqJEcr Addi ti on to Vai l 'lransDortat ion Center, Vai 1 , Qqlora<lo SPEqNCANOX COUPACTIOX & MATERIAL MINIMUM REQUIRED IN-PLACE DENSIIY 95 X AS DETERMINED BY: ASIM D 1557' CONS;IRUC'I]ON CONTMCIoR: B & B Excawation 1E51 LOCA'IIONS WERE SHICIED BY:Field Tectrrici backfill at val THICKNESS OF UFT As requi 1 Junnp Jack NUMBER OF PASSES As requi TY?E A'.ID NUMBER OF EARTH MOVING UNITS 1-D-3 T\?E AND NUMBER OF COMPACTION UNTTS 1 ShECPSfOOT, METHOO OF ADDING MOTSTURE NAIUTA1 'ERC€I\r OF (REl ATf\€/ uruouug) osr lg BSG=Belorrr Subgrade LOCATION Slightlysilty gravei-ly Sl-ightlYsilty gravelly SIightlysitty gravelly 11.5 9.9 r.0.1 L34.4 r33.1 L32.2 5.9 5.9 5.9 136.0 136.0 136.0 18' BSG 17'BSG 17'BSG 4' South, Line A @ 14.s 3' South of Line A @15 18' South of Line A @15 ts RJLL TIME OBSERI/ATION E PNTT T1ME OBSEF/ATION ntl iaPdrt Plt:lx|]t (Ptlrftt ro.litD at A nLlutT of o(xr ofFlnr'Arrrl3 (r ntr tt,.'trfxr' *E lr^\tr Rfllf'! ('!-ntF c!"rR^GTOfi lO c(|{rm.t ,,rrtr/|r€ nf Nrr'{r,1rr@ c.^p{rn! s7q11 ppreicnini minr. rrnrre nrt ttl* -,t+,iif, #*1 ;,;yJ*ffim*m;**.ffi.ffir"J5.8'rf**ri c.ur,to- rxrssnr To c,rutulf o(n orrfttrs JuDqtrttll .ttsl lxrl l' ft€ Nt ctE R D€ItsouEIER UEnm oF lE.nHc YIAS USfl) lr{ sul'sl NTr L /ACCORU }lct ffiI}l ASIU D29e2 A}lO DJOIT pRzuMtMIrY O$ERVATIONS Al,lDloR TEsr RESULTS VERBAIIY RFPORTED TO: Ttre above tests were perforned on backfill material being placed at exi.stinq and nerv lralls south of A 1ine. Mi chae I Barhcr Architccturc,uL'rrp Attn; Mr. scott ward; Anderson tr llasti ngs; UT. Gary l\lurrlan; pCi ionst"rrction,- Attn: lrlr.- Dcnqy Armour; ilil5 d"ii="i [iriti , 'nttn: Mr ' Lcl 1tl999j- Chen*Nortlrcrn.lnc O.rrtt{ t *!.-r -i s.r..'ix. REPORT OF REINFORC]NG STEEL OBSERVATION Ag A rrmt,t fmftcttra to tttxtl nr RtE rt|) d-tlttir. ar tut rr alt tlf,trnD lt tlf ocltuxn't -Fitr|tl r crT d'D'f1 l'o ArDrn,lrD' ,Dr o' jr^rrr,gll 31r(1ur11.1 ci rnnAcp rrtx (n 11o ^ora an mxiri'r-n-iffil -ldroti-ix,n -rmtrx tF'xt fL :ulrtEl ;rr E 0(FmrD (r ,'Ttl rrJltro B cqrl.fT|! uurt o|ll,r rAdlfl)rx|l {lf ,6.t1, lo ]l tilrn' ^ 'i-rt- ,l - [1tH l rr ., ...rF r- ,d 't|' C||l i r/ro TO: TOWN OF VAIL Attn: Mr. Stan Berrynan 75 Siouth Frontage tioadVail, O 81657 PRdECT Addition to Vni1 'fraDspoTtation JoB NO. 4 393 9X DATE 10-3_90 DAILY REPORT NO. 88 SHEET 3 OF ltwolcE No. Vail, ColoradoCenter, StRUCruRE Stair Wal1 No. 11, Footing No. 5 urc nq{E'tvAlloil RElrFORCrllC cosno{Ts VEfiNCJL tlotuzorfr L Stair No Stair No Stair No Stair No Stair No Stair No 11 I1 1t Level Level Level 2-3 61.16 61. r-6 61. 16 ., 1 17 +4 @ 18"0C r_7 #4 MK 418 12" Ties 15 {zi @ 12"oc 13 #4 MK 400 @ r8" OC Dowel$ 13 #4 MK 400 @ 18" OC Dowels 26 M r'fr< 400 @ 18" OC Dowela 6V- 3 each face 6+4- 3 each face 4 H ConL. 4 1F4 Cont. 4 *t4 Cont. Section Secbion Secbion East West South side Section side Section side Section spEErFE Ttofi* srErt. cR D€: 60 El n.ltts uso RED{fincu{(i ctE t olEsc: Clean E snor DR ItI}6 usED cu MNCE A'lD @vEe As required ts corngon rorreo splrct1c! spEcrrc Tm{* As reguired E ruu--nue oosERv TloN s R srpFoqTs: T.11l€ 2', chair El prrr-lve ocsavAnoN n{Elt DTPI.|CE @$fh}|CEHrrcHr ffiffi Hrffiffi ..-ffi'' EruNED RE-E(^TNDNo Yes . 10-3-90 PROGRES REPORT Bottom of val-l not creaned out of construction Lrash. Michael Barb.er Architecture, COPIES Attn; Mr. Scott Ward; Gary l"lurrairr PCL Construction Services, Attll: l'lr. Dcnny Arnourl Anderson 6 llastings; llRS Consulta.nts . nttn: llr. l,cs Woqd: Chen*Norl,hcrn,lnc REPORT OF REINFORCING STEEL OBSERVATION Or:rtti rr*!.-. r|. SdloiHr |s A rrmtA tirrqrDt nt ctrxrt nt ntE lr|) drrtrrl ar rrt{rnt r|( tur|ltflr At nf ool;Dtxn.l Fidlrtt oF [t tl']ll1 l'o A'nmo^lb{ nr PURIA- firr u' jllnrtratt orr{lrqr6 clt rxfli.cflt rr(tl (n Eo ita al mpgiii-a -rdlfu tlraE€ qrt rfrot lFmnf- gl?t': lll tf ltl'qttt 't rfiIi n:mI) 6 ooftfir, ul.Ixt olrlf r*l[)rxlt lrt ,sltl, lo ,l rf,lre' A 'r-t- .a hl lllH l Trf d -l'dr- fni ,5. C|.|ltrl a/to TO: JOB NO. 4 398 90- DATE: 10-3-90TOIVN OF VAILAttn: Mr. Stan Berryman olLy REPOF|T NO. 88 sHEEf 4 0F 6 75 South Frontage Roadvail-, oo 81657 llwolcE No' PR(^JECr Ad<liti.on to Vail 'fransportation Ccnter. Vai1, Colorado STRUCTURE Stair Wall No. 11, Footinq No. 5 uc^rn{E-EyAIlOll RENFORCII|C @r&aEXIs v8nc"AL Hofitzot{T t Stair No. Stair No. 62.L6 62.L6 28 M ltfr< 40L @ 18" OC Dorrels 28 +4 MK 401 @ 18" OC Dolrels 4 *4 Cont. 4 #4 Corft.. 4 #4 MK 405 4 +t4 MK 406 4 M t'fi< 404 East side Section West side @ Step @ Step Section Section Section 1 spEcrE TpNss srEE- GRpe 60 6l n.^}|s useo Rf,Dflnqflo ctErrt0{€!g: Clean E goe Df,^wltlcs usED q.E^RAt{c€ ltto octutR As required El cornrron rouseo sflJc6c spEcrrc rp3g As required D ruu-rur olts[Rv noN 8An sJppoffrs Tr?€ 2" chair El pfrr-lue ossBv ttoN FD{EH tlPucE cglrUnilcEffrcHr ffim, ffi,mSfl or-ffi,,,- a roll€D Rf,-Oql||NEDNo Yes - 10-3-90 PROGRESS REPORT Bottom of ttall not cleaned out of construcbion trash. Michael Barber Architecture, COPIES Attn: lulr. Scott Wartl; Gary l.,lrrrr:;rirr PCL Construction Services, Attn: ['lr. Denny Armour; Anderson € llastings; URS Consultants . Attn: lrlr. Les Wood I - w. Carr S. Pawlak RAD OBSERVER APPRO/ED FT Clrcn€Northcrrr.lnc. REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS ar a tllul ?iortGtE r0 cttxtt, Ir tnnE,a.r (xl|rrawr, 4r Tt9!1! rrt tF.r|?D a! Dr clt.'TfiqtlJa"rrtf or otl d fxr$ ^}o amm|^tD' It'i ?(rIE]' tD. .,. ,,arrr'ltl ca.errrrrr o,r rxrDcrr rlrrr .r rrorrir€ orr ntnoffd]ir-nto'-rdiir -or rrrrtrx'relrwr- s rttrt m E oot\lt(D (r r]rl IErr€ 13 @.'l.f[D ttirt onar ,ir||rrxn pa ,atD rD fi lnrll€. A '-r.- J s.[ Xfti-lr* .t ...rr.- 7.r fa. GLal laa 4/|O Cdrdlrot ttlh*t ci S#tL TG 1OWn OI; VAr r, Attn: Mr, Stan llcrlyrnan 75 Soufll Frontage Road Vail Co 81657 JOB NO.4 398 90 DAILY REPOFT NO. t}0/olcE No. DATE 10-3-90 88 SHEET 5 OF PROTEC:T Ad(li ti orr to Vni I 'l'r'ansuottat ion Ccntcr:. Vai. l. . Co] onado. WesternSI'PPI.ER I' sftffEATxlil$ srtrup 3-5 t D( r.D. c 4500 An cot{rExr TA AvS. 60 - 9ooATgfNT TEIPIXAIURE RA}€IE lErto.rruc|( ML ilcxEr MT TIUE INTCHID TTUE ARRryE) 'IlllE s,tuPuD RE}OUJTIoN@IJIIIBrmfi RA0urno$lqxDrrEn couPLEIIoN ;I',DC YARE t-o D/ ClrUUt IlvE ltArER AOO@q^llof.ls I 2 3 LL7 LO4 104 2623 2625 2627 B:40 9:14 LL:27 9:00 9:45 LL:42 As req As reg As req As req As reg As req B 16 20 15 10 lESrt{r sll,lP (rrs)^ncl}{tt}r(r) WET UNII UECHf(Fcf) YIELD @TENETE m4Plt- RATURI co IElr ftt(s No cylinders reguired. PROGRESS REFOTT Time observed on all- trucks. ConcreLe Dlaced for curbs Level 4 and islands. ^ .,rtrre MichacI llarbcr Architccturc; 'v\" 'r"' Andcrson fi llastings i Gary lrlurrain PCL Co stnictiolt Serviccs I URS Consultants; W. Carr S. Pal,tlak NE'.O OESERVER APPfiO/ED BY Chen0Nonhcrn.lnc Cd*rtk{ ttrohi.| fr|,. S.iti(bb REPORT OF CONCRETE PLACEMENT OBSERVATIONS Al A lrnX- tF EfDl D GtIxtt' frf nf! t'rt q'rinr'rr' 'lr i!t!!!! ^ttt :IitTtTl' Ar nr: @'nf}fnr[ tftrt'tirY or q|t d ft'nt lrl! AmUd llx t0i ft/itf - rDr .,. sr rrrat rt! co6rrrtr or rxtr.ctt ri.rr (r ito{rr.o orr etn#'d';i.*irio'niril crn-wrlrx-frio.i:r- :9rt(t! ;rl E 0cF(!tD cr llltl ltlDr' ls ctrrt"(|It urtltr oltll m.rrrlxtl lra lorfr lo ll l{lr{r a 'rr.r.' .. r,.(-X]fr'l r.r t ...rrFb. 7.i t5 cfll{ a./ao TO: T91g* OI; V1IL Attnr Nh'. Stan Bcrrynarr 75 South Frontaqe RoadVail CO 81657 PRGIECT Arltli ti on to Va i. I 'h-anspor:tat i.on western SPECtrEATXhTS quruP 3-5 SUPH..E M-rl-,i.1^ uo( t.D. A 3000 JOB NO. 4 398 90 DI.ILY RF.PORT NO. It',{volcE No. Ccntcr, .Vail, Colotado. Aln coi{ID{T 4-B AIIIIR'T TANPERAIURE R^IIGE DAIE 10-3-90 BB sgEgl 6 0F 60 - 9oo TESTt{r Inw|(MI ltcxEr M). ITE 0Arc!tE) IUE AmuvE) lruEs lPuD nE\rcurIn|@r,NTtlIfg$l RE\r'oIl'mN @UT'TEN @I,IPI.ET|oN :lrEc YAffi t_o D/ c,rruuuYrvE l{/iIB AD(E) o uoias 4 5 o *7 I *.9 *10 11. LT7 46 Lo4 LL1 l_r7 r_00 46 aL? 2628 2632 2633 2634 2637 2638 2639 26tn 12:2O 72:52 I:4I 2:O7 3: 35 3: 55 4255 12z3L 1:09 1:54 2t20 3z4O 3:58 '4215 5 :15 L:22 As req As req As req As req As req As reg As req As reg As req As req As req As req As req As req As req As req B IO 24 32 40 48 56 & 6 10 11 t7 0' o lEIIG SIUIP (Dr) ARco|IE|r(I) trEf UflTttFlr (Pcr) llat)@afftEIII'PE- R^N'RE cr) ffn^tu(s 5 1 9 L0 2,5.9 141.9 69 4 Cylinders casL 45 min. delay placing concrete due to delay in ordering concrete Move punper to Stair No. 11 Move prnnper to Stair No. 5 PROGRESS REPOFI Test sample taken frcm t?uck- Purnp in use. Time observed on all trucks. nnDlFq Michacl llarbcr Archi tecturc; Andcrson {i llastingsi Cary Murrain PCL Cotrstruction Scrviccs; UttS Consul.tatrts; Chen€Northern.Inc.Connrlutro E tglttr..r ond sct-lu.ri REPORT OF CONSTRUCTION ACTIVITIES ffi ,1BE rr,, o",.s!'rci 4r-_,|1r!11.: rff 3r._FrnFJ, ^s n'r corrrf,xu!_wfr$xtrffi #o#rffi'',{Frffi"-;ffrr <r sr^rnrr.ts corq tm.' ,. t;i1^1;-1*rri -!1-ril1Y!f-f-or;i ft lrfi's ls Rfit'RvrD rtlrDlrxl 0{.n mflrD' c;;1rn-D rl,ri"[:is qrtr raF,rl€lr..r.rs Ma ,tatr'D 10 ul rttlttlr' ^ 'r-nr- ., - [lltr-lc-. .{ o..ntcr- rl'nr rr!- crClO2A a/lo ro: js\, un*JOB No. 4 393 99 DATE: 10-4-90 Attn: l*lr. Stan Bcrryman DALY REPORT NO. g9 SHEEr 1 0F 4 75 South Frontage Iload Vail C0 81652 lt',lVOlCE NO. PRGIECT Acldition to Vail Transportatiotr Cctrter, Vai1, Colorado yEATHER coNDmoNs AND TEMpEMTURE 30 - 600, sunny Full-time observation, testing and testing of backfilL material being of A line and retaining va11 stair and pacls stair No. 12' obsenratlon for 32t'unclerslab air duct 1e1€1 1 inspection: density and moisture placed at errisLing rrall souLh No. 11; excavatj-on for footing of pea gravel being Placed - 2' Line B - C, Grid 31.9. \IERBAL COMMUNICATION WTTH CONTRACTOR' ENGINEER, ARCHTTECT, OWNER Scott Green of B & B blcavation on procedure being used'to tamp pe5 gravet for air duct. l,es Wood advised of same. tr\r. . Carr S. Pavlali RELD OBSERI/ER APPROVED BY l'lichac I Barl>cr Architecturc,CoPlEs Attn r Mr. Scott ltlard ; 6n1y Murraitt PCL Constauction Services, Attn: Mr' Detrny Arrnour: Anderson fi llas-ti ttgs; ...lllts Consrrltants, Attn: Inll'" l'cs hroou; Chen€Nonhern.lrrc.C..r/ttD{ &9ri.r| ri S.lta* REPORT OF FIELD NUCLEAR DENSITY TESTING AS A qrrlxt pF(mtIDr ru orrxrr, nr |trriE llo (rrtl vy-ri a! lrjrrnl!-_ xrf Itr.mD A3 Ir: draTg.ll{-?tF'{'TY or drr clfxrs' |J'o {tnlt!r^rx'{ tl fiAt - ro,r (, sr^ryrr.rl m.alr!{ r qr mprcrl rrxlr oR Ftqr D.ro orn ,n.odi's-iiii.ir'i,o -rtiiiri-or -rarnol rrfrwn- sarFtEi wu E DBPqtr' r r,ftl Tc;Tuc 6 oo.rt-fltD ulttt ulllr rD|r[rJt]llt l,f roi'ID lo lll lEntlq ^ F-nr- , r-(Tttf ls-r d o..r.cd{- L-ri tL. OiElOtA a,/lo TO: TOhtN OF VAII, JOB NO. 4 398 90 DATE: l-0-4-90 Attn: Mr. Stan Berryrnan DAtLy REpORT NO. 89 SHEE12 OF 4 75 South Frontaqe RoadVail CO _ 81657 - ttwotcE No. PROJECf Addition to Vail 'f ransportl ti-on Ccnter, Vai1. Colorado SPECIF|CAT|OI{ coypAcTloN & }/ATERIAL MINIMUM REQUIRED IN_PTACE DENSTTY 95 Z AS DETERMINED Bf: ASTM D 1557, bACkfill At 1TA1: CONSIRUCTION CONTMCToR: B & B Er<cavation Tp51 LOcATIONS WERE SETECTED BrY: Fiei-d Technician TYPE A}ID NUMBER OF EARTH MOVING UNTts 1-D-3 TypE AllD NUMBER OF COMpACTION UNffS 1 Sheepsfoot, 1 JLmp ,fack METHOO OF ADDTNG MOISTURE NATUTA1 THICKNESS OF UFT As requirer NUMBER OF PASSES As reguirer BSG-Below Subgrade LOCATION OEP|H OR ELEVANON (FEn-) LADORATOR/FIELD PERCCNT Of (REI-ATIE/ lA)$&L)o{n^l6 SOIL TY?E I t)l NO.IIAXIMUM Dl T DLNSN-Y(pc{) OPT]MUM MOISTURE CONTENT(r) DRY DENSTTT (pcr) MOISTTJRE CONTENT (7) 4- 4I 4L 4t 5' South of Line A @ 14.5 3' South of Line A tEr 15 Retest of No. 418 10' South of Line A @ 15.5 BSG lB' I7l \7' BSG BSG 15'BSG 136.0 IJO. U 136.0 lJtr. U 5.9 5.9 5.9 5.9 2 0 IJZ L32 L32 1 r32.3 7.6 7.6 7.O 97 9t 97 97 Slightly silty ]qravelLy san( ,rron ru Isiriv I oranllly ..nd Islishtly IsitJ-y ISraveily sanl SLishtLy IsiLty ]cr:avellv sani Ek n LL TIME oBsEF/ATloN D PARI llME oBsEm/ATloN nis |rF('r P$lr}lrr (Pr{r'|t ntlrtD at A nl-lrlLr of on d|stl\, rx|6 ('' ntl PtAxv€l'lt' rE lr r/f fI-!--(x ruF co'tTR'{ton m cdntri''E lPtatHo K Ftroor.t'rDfD co,'rgru rrrrxr Nru rrrnrif m t,tr- trytnrrq n,t r,rrt ur'l'dth' iiiiiln' s-uor qoq{llll-ory** 'rsns Att( lrroc tr nt: nl r,..Y As ,..-ftr! Ntcr5s Fr ro cArffurr qrt ffion€'. JuDor|*ur, 1151 *rr ft i,iji Ir'C';i 0 sB rrn o'rxlca sl $lnl|Ix lll[ nLL uErs gfEclrr no6- lHE NT'CT.EAR DSGOUEIER UENxx) Of TESNi|G WAs USED N SU6'r rfiuL /lcconu^l|cE wnH ASIU D2992 Al{D trlo17 pREUMtMtrY OBSFF/ATIONS Al,lDloR TESr RESULTS VEREALLY REPORTED TO:Les Wood rer,rorked material being 1.I. 416A to 4IBA arePROGRESS REPORT tests r.rere perfonred on the backfill at r/'alls stair No Tl're above plac-ed for retests of 10-3-90. coprEs xt:11?"trl1'B::.t'ftI]'"5:l'u'o,. Anderson G tlas tings ' Itr . Gar:y lqurrl an ; PCL Construction, - Attn: .l''lr. - Dcnny Annour; ifiS coiii,ii iints , 'Attn : Mr. Les wootl; . Chen€Nonhcrn.lnc.C.i*dha fr**r -i l-'tr REPORT OF FIELD NUCLEAR DENSITY TESTING ,! A rutrA t'ltrElDa to qtrrl tlf, t{r t !o otaltwl a! illdrD xit J''fTTtn At nf oatfrxru'-tr>Y|lfY d q't or t* ao T 41bi[|]o{ toi n.ltr F rrr. .,' rr ,,urrt qrqlror. .rr rrlircrr rhrrr on rro., t.{ c5 oaahir'"-fr-.io'fulir-trrr'tluir'irtaave- tlrlvjt ml x utrrD (f ,.nr ltlltr E o,rtrn.D irtl.rt (nrrt l|n rr{l|,{lt ^l! lqlllr, lo tl ltllltrt a l..6.- d *@* ., ...w-J.. - ,, ,ra.-. . tc TO: TowN oF VAIL Attn : l.lr. Stan Berryman P.O. Box 100Vail C0 81658-0100 'I JoB No.4 398 90 DA'IE 10-4-90 | DAILY REPORT NO. 89 SHEET 3 OF 4 I INVOTCE NO. PR0JECT Addition to Vatl Transportation Center, Vai'1, Co-lsrgde_ LOCATION DEPTIJ OR ELF/A'IION (FEEr) LAAOtrATORT RELD PSCOTT OF (RO,ATr'E/ t,|^)o!(rrr)(XITAT€) SOIL TYPEIIN(|MUM Dlrf DENSTTY (pcf) OP'IIMUM MOISIURE CONTENT(x) DF{Y DENSTTY (pcr) MO| TURE CONTENT(x) IEST NO. 420 4Zr 422 423 6' South of Line A @ 14.8 5' South of Line A @ 15.3 15' South of Line e 14.3 20' South of Line @ 14.2 13'_r't>b 11 'BSG 9,BSG Al -l:'JLr 136.0 136.0 136.0 136.0 5.9 qo 60 5.9 r32 L32 131 -L5I 4 0 I 5 7.L 7.4 7.2 97 Y' 97. 96 Slightrysilty gravelly san Sliqhtlysilty gravelly san slightl-ysilty gravelly san slightly siJ-ty gravelly san Mlchael Barber Architccturc. COPIES Attn: Mr. Scott ltlard; Anderson fi Hastings; It'lr. Gary ltlurrian; PCL Construction, Attn: Mr. Denny Arnourl URS Consultants, Attn: Mr. Les $/ood; W. Carr S. Pavlak REI"O OESET{VER APPROVED FY Chen€Northern.lnc Ca,r..|||lnO tngL-r cti 5.1-lLL REPORT OF EXCAVATION OBSERVATION rs l tat Tt{ Fiofcro{ r ctl.xTa I|t n rlr ^||, qrftvtl Ar !lfFq! rff sl,r nm rs nf crrnorrw- Pio"tITY 0f o(t cLfxnt' Io-AnxnrlrrH foi n'ara- |xr|o5t^tl1,tx|s'c('ctu5rrr:|oRrltRrd3r'(l(f|.l](x,!rouratxir:ic-.ii'ri;'ib'lrirdwi.r.rtrrttrrx1P?io,A-s.|r.1.t'5Yu'uFFcrD',]lll8|l€sqra'tll:t ultlt (nra,^ |lltrx|.l|x|:| A,tt lmllt 10 N xllllt-q. a rn ,rs- rl lrfUtHlr-r ., ...rpot- [ati ||o. 6.f lO! a./ro To: - 'Jog No' 4 398 90 g)6TE 1o-4-90 TOIIIN OF VAIL Attn: Mr. Stan Berrynan DAILY REPORT NO. 89 SHEEf 4 OF 4 P.0. Box 100 Vai 1 CO 81658- 0100 ll'lvolcE NO' PROJECT Addition to Vail Transportation Ccntcr, Vail, Colorado D(CAVATfON FOR: Footinq and 24,, Colurnn Pad LOCATION:Stair No. 12 A Line @ 30 and A Line 3L.2 61.16 E(CAVATION BASE ELEVATIONS: Footing 61.33 Pads MAIERhIS D{POSED lN BASE(S) OF EXCAVATTON(S): Natural undi sturbed soils r.iere observed at the footing base and pacl area and appear suitable Lo support the reconunended maximum design bearing prcssure. REI,IARKS: The footing and pad area is suitable for placenent of reinforeing steel and concrete. VERBAL COMMUNICATION WITH CONTMCTOR. ENCINEER. ARCHITECT, OWNER: ! PROGRESS REPORT: MichaeI Barher Architecture, COPIES 411n; Mr. Scott Ward;5n1y lnlurrain Anderson ( llastings; PCL Consthrctron Sewi ce s , Attn : Mr . DetrnY Arntour ; URS Consultants, Attn: Mr. Les l{ood; W. Carr S. Pawlak RELD OBSEFNER APPRCA/ED FY -mr-ro: ,orfti un* JoB No. 4 ss8, so DATE: 10-5-eo Attn: lr,lr. Stan Bcrryman DALY REPORT NO. 90 SHEEr lOF 575 South Frontage RoadVail CO 81657 ltWolCE NO. PRoJECT Addition to Vail Tlansportation Center, Vai1, Colorado WEATHER CONDMONS AND TEMPERATURE 30 - 600, sunny CONTRACTOR'S CONSTRUC'IION ACIWMES PERSONNE.: tlArOR EQUIPMENT: ACTMNES: CHEN_NORTHERI{'S SITE ACTMTIES Fu1l-Lime obseryation, Lestinq and inspection: density and moisture testing of bacl<fill material being placed south of A line existing \t-a11 and east of retaining wa1l stair No. 11; reinforcing steel being placed for footings stair No. 11 and concrete being placed for same; e;cavation for sloped fooLing stair No. 12. VERBAL COMMUNICATION WTTH CONTMCTOR, ENGINEER. AIiCHrrECT' OWNER I'li chae 1 Barbcr Architccturc,COPIES Attn: I'tr. Scott lVarcl; (61y Mur:rairr PCL Construction Scrvj-ces, Attn: Mr' Dcnny Armour; Anderson {i llas-tings; (lllS Corrsrrltilntr . nttn: Mr, l'es Wood : , Chqr€Northern.lnc. REPORT OF CONSTRUCTION ACTIVITIES .nd] liiiin-o drrss onr-r rnnerq tr-xrs ^r( rml, lo rN wnlrro' ^ '-nrr .( tbl ]llll ls-. o( oo,'rt'r- rrrn tlo. C|rf.toit^ a/'O as ^ rlmA t'l(msrrtr ro qlIE ryf A-'xE Atf) o(ftltlw:. ^lr |IrgI:! ^,lf sl,l mD ^s nr cot'rrxB.|l,trq!:lqtr"HEtffi e";ffiffittrtsf;ff t (, s'Anr{rfr! cir|cttrs(.rr rn rrrraifr-r iii -oa n iuniro-our nf,pgtrs ts Rf sl,Fr[_o Ftlrolt€ o{JR rlrnntl Coor|J,UrE t {lrn. ot|d sd-'!rt Chen€Northern.lnc. c!'tr|tD (r{-rt rnlt r i{f,r.axll ^|f roiIIJ lO |lr finn{q' a 'n-nr- .. "t[ Xttl lr-t .. o.,'Tdt - frrri |.o. ciflt A a,"ao C.d/|,t' hef|.-r !a tdrttl-. REPORT OF FIELD NUCLEAR DENSITY TESTING ffi ,rnr rro .".ftrr..'n:r. ,{r R.".n,, ,ni srr.rrm AS ilr oo.lq{\Jmfr $AEffi f"ffiffi.,srsf ; rpr d srlrryrxn orrq neor.r q, thirHirfiii m;it;rirt-qt ntron:- n RLst"Fvt' ptrtrr.c tx,ln xtrrrlx TO: TOhtN OF VAIL JOB NO. 4 398 90 DATE: 10-5-90 Attn: Mr. Stan Bcrrymarr DALy REpOF11 NO. 90 SHEE1 2 OF 575 South Frontage RoadVail CO _ 8l-657 lttVOtCE NO. PRGTECT Addi tion to VaiI Transtrortation Center, VaiI SPEC|nCANOH COUPACTION & MATERIAL MINIMUM REQUIRED IN_PI-ACE DENSTTY 95 X AS DETERMINED BY: ASTM D 1557 CONSTRUC'TToN CoNTRACToR: B & B EFcavation TEST LOCANONS WERE SELECTED FY: FiC]"d TCCTTTTiC1AN TypE AND NUMBER OF EARTH MOMNG UNFS 1-D-3 - THICKNESS OF LIFTAs required TY?E AI.ID NUMBER OF COMPACTION UNITS 1 ShECPSfOOI, 1 iIUMP JACI( NUMBER OF PASSES AS METHOO OF ADDINC MOISTURE NAtUTA1 BSG=Eblors Subgrade LOCAT]ON Slightly silty gravelly Slightly itf I r,I gravelly sliqhtlysitty gravelly SIightlYsitty gravelly 6.9 6.8 o. / 6.9 131. 2 131.0 131.4 131.3 5-9 5.9 5.9 5.9 136.0 136.0 136.0 r36.0 6' SouLh of Line A ia 'rq E 10' South of Line A @15 4' South of Line A @ 14.5 20' South of Line A @ L4.2 5'BSG 4" BSG 3'BSG 2' BSG ET FULL TIME OBSER/ATION fI PART TIME OBSEM/ATION n{l itF('ir Fin;x|:l (Pxll|!r rq!||D At A n$rLt of o'|n oGatl' rrft! (,r nl PlrctylE'|'' rr lr\d fr|fD.._Of tllF (:otfrRlctlDtl m co{Trtl{ l'Tttllxr r{ irrDr'xoirt o',prcn\tr rrrnir ^ro,csn;.lontr. utnr,o tttt utl ll;,.ftffiffi;gffim"m+-i$irffirffir""Hfi.l,fttrs errito'mctssnr m (llrtutt qr oosutvlrnt Julrotlrtxr- rt'gt txIA ^/ IHE Ht Ctf,AR DEirsouErER UEnrcO of TE'nN6 i{r\s us[D tN sulrsrafiul lccono^]lcE WITH AS:IU D2992 A'}lD DJO17 pRzuMtMFr OSERI/AIONS AllD/oR TESr RESULTS VERII LLY REPORTED TO: nles Wood T?re above tests vere perforned on backfill material being- placed solllrh of etistinc{ A line I'ral-l and east of retaining r.rall sLair No. 11. vI. Carr S. Pat{-l?l<-.FIEI-O..OBSEM/ER APPRCryED gT irilH Eiiii"itintsl'nti": Mr' Lcs lrboil coprEs xl:ll?"'"li'3::.t'fil}::l'"'"1. An<lerson-G llostings ' Ilr. Gary ltlurrran; pCi, iontt"uction,--Attn : .]lr. - Dcnny,Annour; To: TOIVN OF V IL JoB NO.4 J9.8 90 OATE 10-5-90 Attn : l'lr. Stan Berryrnanp.o. Box 100 lterrynr'rr DAILY REPoRT No. 90 SHEET 3 oF 5 Vail CO 816s8-0100 il.{VOtCE NO. PRGJECT Acldition to Vai 1 Transportatiolr Ccnter:, Vait , Colorado LOCATION DEPTH OR ELF]/ANON (FEEI) LAT}OMTOT'T RELD PTFICE{T Of(RE rrr/El M,00uun)ofi fiq, SOIL TYPEIIAXIMUM DRY OENSITY (p"r) OPTlMUM MOISTURE CONTENT(x) Qmr oENSnr (pct) MOISTURE CONTENT(x) IL5I NO. 428 429 6' South of Line A @ 14.2 15' South of Line @ 14.3 1'IJJ(J Su@rad e 136.0 136.0 5.9 5.9 r32.5 L32.4 6.6 6.4 97 9"1 Slightly D-L r Uj gravelly SlighLIy DJ. -L t,), gravelly Mi chae I llartrer Archi- tccturc ,COPIES Attn: 1.1r. Scott Ward; Andcrson & I{astings; ltlr. Cary Murrran; PCL ConstTuction, Attn: Mr. Denny Armour; URS Consultants. Attn: Mr. Les lVood; W. Carr S. Pailtl-ak REU) OBSEFNER APPROVED Sf ClicndNorthern.lnc,C..-ilt |l fJaft .r -1ra td-4.4. REPORT OF FIELD NUCLEAR DENSITY TESTING Ar A Emr( 'lErgrot l! orxra nr n E l|o uR nw1 Ar r|:x|lrt l t lrrxnrn At nf (rtttf,xn|t-r'rffntf f nr ct fllll rxt a,rrg{I rDl ttl lt'frF lr' (.' !r^nur.rl. urellx' dr rrrr.{:rr rh'. o,r nrrr..'r{ ql rtxxri n*iriniu'niiic-cl rrrnx'ffilt. reiflr: nu l( lrt'lxD o|. lnu ltntd 6 G.rrtl n rlrtl (nla-|l l|r r|Ivrxll ,ltl ,|or'Etl, lu t{ titlt(t a nr.'k , r"FI f f f )r-t , cirF.J.. . ,, ...t-, .16 Chen€Nortlrcnr.Inc. a REPORT OF REINFORCING STEEL OBSERVATION N l r nr|t rEfcrr.t rr, cuxt| I|f ltr.c ^rn (rrrRurt ar Rrpqlr ,rf tlFf'nD ar nf co5n,fit.l Fi()?frrt f q-i (rltatl rx)- 4.|!!9!o4!ot r:rl Fur rA- r.fl o. sllnlr.rol oo€rrlrrr! on rxtpcrt rrr. m mq^i.{ a.r mrt*n-d-ftinil' ,.rtrip-irrt-rfirrlx .r|?xxa- t^lnut llL E DltcL, 0r ["ID! lt:lnp B clr \rrtD urtl'6 ollil lnrr\aEra|{|l lrlt ,anll! lo tl l'x'lrrl ^ tn* . !.[llH I r-f d c"ar.. f.rttr *a Cral taA a/F O-rjtha Ln*rr ri Sdr|lr..r TO:'IOIIIN OF VAIL Attn: Nlr. Stan Berrynlan 75 South Frorr-bage Road' Vai1, @ 81657 PRUJECT Adcli tion to Vai l 'f r:rnsnortation JOB NO. 4 39-8 90- DAILY REPORT NO. il.fvotcE No. Vai1, Colorado DATE: 10-5-90 90 SHEET4 OF Center, STRUCTURE Footinos Loc^ln|E€V llo|.l ROTFOFCIIIC @rlrEfis VEKNCAL t{ofuzor{T L Stair No. Grid 1l-12 Stair No. Grid 11-12 11 11 l€vel 1 T.evel 1 46 M t"fr< 4165 23 eaeh face 35 #1 MK 4165 @ 12" OC 4 Rovs #4 Cont 4 Rolrs #4 Cont Section Section SP€CIfEATX!I|33 SITE. GRADE ROlGTnCfiC GrrlllwEss: cu RArcE lxo oor/Eft sPlJClNor SPECrEAIXFI* a R s.rPFofiIs: Tt"E FII{EH Hoottl 60 Clean As required As required BTICK 3" El nerrs ustr EI srrce Duf,r|tcs us@ EI comucron ,tu*sep [] ruu-lue oiEcERvAToH E prrr-nuE oosEff rIoN nptlcE conPnNcE UET PRO.EC' UET PRO,ESIRgrulRo@fis REquliELE{rs*ltEll tNltutlY wllf,{E(AIIIN€D RE-EOIIINED OAIE RE-DGAI'I}'€D PROGRESS REPOKI Concrete on site trefore steel pl-acement r'ras completed. Michael Barber Architccture, COPIES Attn : l',1r. Scott Ward; Gary lrlurrain PCL Constructiott Serviccs, Attn; l'lr'. Detrnl' Armour; Andcrson 0 llastings; UllS Consultants. Attn: lulr, l,cs ltloocl: - W. Carr S. Pavlak RELD OBSffilER APPRO/ED g/ ' GlrcndNonhcrn.lnc REPORT OF CONCRETE PT.ACEMENT OBSERVATIONS '!43'ilif#m'Fsffi'iri-ri-irniircr innttntr on txrr.c'l Trrx ol toratt€ olrl ntFo Cdr$r.n [nCrF. o.i 5#r.4. TO: 1'g1y1r1 OIr VAI L Attn: lvh'. Stan l]crrytnatt 75 South Frontaqe Road Vail CO 81657 JOB NO.4 39S 90 DAILY REPORT NO. ll$/OICE NO- Ccrr Lcl'. .V:ri 1. Col o1'atlo. For AlrR corrrElrT 4-B AIIIENT IETPERATURE RA}ICE DAIE 10-5-90 90 sHEEr 5 oF PRO,TECI Arklihion WesternSIrPPLER rr^r-; r ^ l:o Va i | 'l'xrtrsllotl ;r1.i ott spearcAnoi{i suruP 3-5 r.fl r.o. A 3000 60 Stair No. 11 - - 9oo TEST t{r.IRrcxt{I Icl( T N(r. TIUE EATCH@ IUE ARf,'VED "nlr€ s^uPt-€D RAOUnbil @I,'NIER EOOI RE\OUrmil @I,NTEI COIIPLENON ;u&c Y ffi lor,D/ CUUUU\IfvE WA16ll lm@ o L|lotrs 1 a 46 44 2667 267L 12:18 1-na 12.:32 2:L5 1:05 As req. As reg, As reg. As req. B 94 lESr}TI $I,l? (Dr) f,ET UflTT wEolfr (Pcf) YITLO CONCNEIE IETPE- RAIIJiE cF) RDrrtu(s I 2-3/4 5.2 L43.2 6B 4 Qrlinders cast De1iy in calling in additional I\ yd. of concrete PROGRESS REFORT Delay in placin-q concreb, forms noL ready- on lrucks, sampl-e tal<en from truck - Tinre observed ..,n,,r,- Mi chac I llatbc r Arclti tccturc ; Antlcrson S llastings; Gary Murrain PCL Constructiott Scrvlccs; URS Consultants; W. Carr S. Pavlal< RE.D OBSEFVER APFNO!@ gY alar.frD lrtrt cflrt ,n:rx[ ,r{ ror;t ll, ta 11116' A 'r!.'.- d r'.(xiil-lnt.r '..rr-r. t-6 x. crlll{ r./, Clpn€Northern.Inc.Con.dUD{ f-nslr|rrt oDt :al-r(,.l,. N$\t('qEPoRT OF CONSTRUCTION ACTIVITIES rr A urnrt nroltcTDl TO dnTS' n|f FrRr |}tt 'Jltiltl\/f!' 4l lt!t!!I: T t ;J;;.-ri;;i'rr- iviairotr o( rllRA;xt rrou tll ffwtrt€ oun RlPoFTf, &l|\ nl r|{rss ontll a{utq|. tls fJlf l4trl lo lll wfirr(|. r nt it- .f -[irlffl"-t o. o.i"'r- rdrn rb. crato2^ a/9O TOWN OF VAIL Attn: l'lr. Stan BerrYman 7S South Frontage lloadVail CO 81657 pRoJEcf Addition to Vail Transportation JOB No. 4 398 90 DAILY REPORT NO. nwolcE No. Vai1, Colorado DATE: 1O-B-90 91 sHEEr 1 oF Ccntcr, WEAIHER CONDMONS AIID TEMPEM]URE 30 - 40, ClOUdY, SIEEI CI{E}I-NORT}IERil'S STTE ACTMTIES Inspected the steel reinforcing placed in the north footings of StairNo.12andinthefirstlerrelofl.ra].lsofstairNo.5.We also observed the conerete placed for these structures ' VERBALCOMMUNICANONWITHCONTIIACTOR,ENGINEER,ARCHTTECT'OWNER Informed the or'rner's representabivc of our findings' S' Urton S. Pa\'Ilak RE.D OBSERI/ER APPROIED gY l'{ichae 1 Barber Architcctute 'COPIES At tn : lulr. Scott Wa ltl; f,11y ltlurrai n PCL Construction Services, Attrl: Mr' Detrny Armour: Antlcrsotl & llastings; .. tlRS Consrrl tants, Attn: Ml:' l'es woo(l; lllrnfllD At n( @|trtxlyl rm"ftrfY (' At drr'I:l ^}{t A'jnsrtt,Alul rm ltn xu- rs'it-rri,tu^il itcir,6-cii'inirror rrsriirJ s'inr: wlr lf, Dtsl'ul ff rrru Trf,ltD r; Chcn€Northcrn,Inc.O.:dha &telxr -a Sdhld' REPORT OF REINFORCING STEEL OBSERVATION Ar A qtnr,{. frtrcrE'. to ctrx[. I'r nrt lto at.lft\tr!. al tr,c,m llf ttfl]rD N n{ COfEflTl.t FtYxtnr cf d.f, o rxtl' l'o aJDElalrt{ tf,i A'ntE -.'''. .,. sr^[[ml qr' !06 c.r rxri crr rrtrrf 6.6 ro .<.r crrr mrofr*r-fri;ilt' ffi;tnE-or rttrrx ,trlronr- 3Al/r,tf! llr l( mo o rtrtl Ttsn€ 6 coalfttl, ual.lrt (,lrln M rc.uinl rrlf ,gr[l) lo x |lrnl€' ^ ''..!t-.r * [1ilii-lr" .r orqur- 1/6 lb- Cvrt tq a/9O TO: JoB NO. 4 S98 90- DATE: 10_8_90 TOII'N OF VAILAttn: Mr. Stan Berryman DA.|LY REPoRT No. 91 SHEETZ 0F 3 75 South Frontage Roadvail, c0 81657 ll'lvolcE No' PRu,EcrAdditioritoVai1TranSpor-tationCcntcr, STRUCTURE Footinqs and Pad and Walls LOC^-IION E-EVAION RgNFOftC$lC co|[ro{Ts r/tnnc L lroRlzoa{TlL Stair No.L2 (Footing) (Pad) Stair No. (wa11s ) 62. 1O- tzI ${ lt1"ra1 t6tt Rt. angle @ tB', oc 0cB,'e' 4M@12" OC BOF *5@B"OCB Each rrray r!7 /?; trrr r\nn_, \i J #7 Rt. Ang1e @ 5" OC +4 @ 12., OC Inside face Each face Dor.rels to LongitudinaL to footing Outsi.Ce face 5'0 each leg at corners spEcrflc Tlons SrEIt cn DE 60 EI n**s ttso RolGoRqNo ctEAltLNEs* Clean D srtor DR f,ltlcs us€D cu R NcE 11rD cgt/ft As required D corrwson rovreo spucflo: spEglrp rEra* As reguired D ruu-lug oErERV rloN B R g.rPPORTs: TrT€ E mrr-lur oosEF', IloN Ftt{6H INP|JCE @ulPiAtlGEHo*,r ffi'ffift ffi,ffiffi ^.-s.T',.-OGUII€D RE. DCAIIIHTD PRoGREss REP0RT Inspected Lhe steel reinforcingi in the footings of stair No. 12 and Lhe 'ttalls of 1evel 1 stair No' 5' Michael Barber Architecture, COPIES Attn : I{r . Scott lrlard ; Gary l'.lurr:a i n PCL Construction Scwiccs, Attn: lt'lr. l)enny Armour; Antlcrson Q llastings; UllS Consrrltants . Attn: lvl1. T,cs ltrootl: S. Urton S. Par't1ak FIELD OBSER/ER APPRCIVED SY ' Chcn€Nomhern.lnc C..rrlrq InlfFr !i S.rtt .l, REPORT OE CONCRETE PI-ACEMENT OBSERVATIONS At A utmIl tmrrEtr 1O Cttxll llf, tt-rE rr.) cr;rll\/rI rrl it?lttrr r ! 3irflfD A! Irr co{rrftUl tn(r.'rirf d'O'f O rxEr llo-.l1Il!9tl-d^tp' tEi futr^-'rf.{'c'slerrirrxrr ipcir.ir|'c'ci irucrr rFtrf or [o mr€ q,r rur.rrfd"uidiD-rr]f.€ d,n ritltDt ,rPn(i/a- 3^rrrl ll xrl lE GtctrD f rrltr IE |r! 13 @.ar.a|r], t'arll olllt l-raqraxrt rrl rGt! tD n rEtr|l A ii-n -, rllltX-lr-r, -e-J- r-rrr x. Ctal lao ./l4 To: 1'91sN 0F vArL JoB No.4 398 90 DAIE L0-B-90 nttn: Mr. Stan BcrTyrnan 75 south Frontaqe Road D tLY REPOST NO. 91 SHEEr 3 OF 3 Vail C0 81657 tf116)t9g No. lEqlECf Atltliti.on to Vail 'ftanspoltltion Ccntcr', V;ri. 1, Colorarlo. Westernslm lobil. sP&trEAnOt|S $ rrltP yrx r.D. Mit( A/+2 0-5 An co rE{T 4-8 ATSOrT TUIPER^TURE R^}IGE 30-35 TET t{r.TRNK t{L ncrEr ito.Ilr€! TCltE) TIUE ARRryE) lllr€ SAI/PITD R[\.OU.'IEI{ @UNIBEIIN RE\O{J'TIO}I @UNIIN @uPtEIx)t{ CUEC YAG J-oAD/ cuuur.A'rvE WAIER ADOq) o|ltJ0ts I 2 3 4 5 6 54 46 44 49 49 44 0L2702 oL2704 oL2703 oL2705 oL2708 0]2709 L2:45 L:24 12:50 I:5ZI 3:33 3:47 1:OO 1:40 1:04 2z05 4:00 ,.1q As req As reg As req As req As req As req As reg As req As reg As reg As req Ad req B/40 24/an 16/40 32/4O 40/40 48/40 6 A A 5 o lESr 16. El,r?(nr)TET UMT SMHT (PcF) YlAt coa{cnfrE IET'PE- R^N.lRf, cr) Rfra ft$ 2 2!4 5.8 r45.5 60 Set of 4 cvlinders cast PTiOGRESS REFOFT coptFs Mi chac !. Ilarber Architccture; Andcrson {j I lastings ; Gary lnlurrain PCL Construction Scrviccs; URS Consultants; S. Urton S' Parrlal< FIE-D OBSEIilER APPRO'VE) trT Clisn€Northenr.lnc.Conrdt n! IncltF-r ond ScJrr(hi. ,-..':I}.) REPORT OF CONSTRUCTION ACTIVITIES r'it " cirninn ul-tss omtli l&R r€fnxns at rgalt lo lx ffnlr€- a n''.- .. ilFlfi-lF d 6.nt'rr. f..tt x.. C{lCr 4/!O as ^ t|'m}|t 'ltrtnctxtr m c1{}rl!- 1I Fi.'EE x't, o|-|tF.l\'rr 4J-- !Ir!!1 . ^Fc 5ut/tr]rn as r}|r m}Trtry\ Prglllryr.HEtffi f"ffft#t$f;firi a.sinr;;ni- iri6i!!rr.l tn rrririii rriii cn niwn11- Orn FrFotrs ri RfJ{Jwu) |T.rlolt|o o(x rffrrul ro: roiN or vnrl JoB No. 4 398 9.0 DATE: lO-9-90 Attn: l,'lr. Stan Bcrryman 91lLy REpOKf NO. 92 SHEE; I OF475 South Frontage lloadVail c0 816s7 lwolcE No. PRGJECT Addition to Vail Transportation Center, Vai1, Colorado WE{THER CONDffiONS AND TEMPEMTURE 30 - 40' partly cloudy CHE}I_NORTHERil'S SITE ACTTVITIES Full-time obsenration, l-esting and inspection: concrete being placed for slab-on-grade level- nerv structure Line B-C Grid 31-33, also slab- on-grade level 1 souLh of A l-ine Grid 29-30 aL stair No. 12; elcavat ion ior footings levc1 I soulh of existing Lunne l siaj.r No. 11. VERBAL COMMUNICATION WTTH CONTRACTOR, ENGINEER. ARCHITECT, OWNER W. Carr S. Pawlal( RELD OESEFryER APPRO/ED S/ lr'lichae 1 Barber Architccturc 'COPIES Attn : Mr. Scott Ward;531.y l'lurrain PCL Constmction Services, Attn: Mr. Dcnny Armour: Anderson G llastings; --llRS Constrlt nts, Attn: Mr" l,cs Wood; ' Chen€Northern.lnc Cqi.rthf fr{b-r s{ SddtL REPORT OF CONCRETE PLACEMENT OBSERVATIONS |s A lamx( moncrDt 1|o aLrxtt llt FlfE lro d,r:f,Lr/r.r! At iftrdrTt r,l( tF.Ttftt at nf a.arIl{ Fn(F tltY f gT c|lxq flo- xmoitr rDl roR t(f,ra- rnr s sr rrrxrl' f,Drctlrr! qr rrri,ct3 no, ri Eq rrrr o.r ruvrriJ-irinr-o rrxit rln ffilrfi lrffill L 3lt'trt rrl E GF(It{o or lrttt lE rD€ 6 cl.atfiD t'a..lr onlt ,ff.|lllxtt ,[ roialo m t{ t*tr.q, ^ ''ir.' .. n.(liit-ll n" '....'.rrr- fdr l| O.tlilt a/ao TO: 1s1!,It OI; VnrL JOB NO.4 j98 90. DAIE l-O-9-90 Attn: Mr. Stan Bcrryman A 75 South Frontaqe Roacl DAtLy REPORT NO. vz SHEEr z 0F Vail cO 8L657 lFArcrcE No. PSOJECT Atltli.t i.on to Vai I 'l'Tflnsl)o'rtat i.on Ccrrtcr, Vrril. Cololado I{esterns|m l,io]:ife srEtrlFptllo * errruP uD( t.D. B 3500 3-5 An co}|IE||T no alr AT€ISIT TEIPEMTURE RAIICE 60 - 90 IEI 1{(}. IRUCKt{L IICKET l.n.IIIIE IIATC}I€D Il|I€ lnnruD Iu€ sAtIPt.@ RA.OUJIX)a{ cDUr{ru EBIN RE\rcUrnl @UNTEN @uPtfno cuHc Y Rtts t_oAD/ CUUUIATIyE WATE ADO@ oAllofrs 1 ? .t 4 5 6 7 EA 44 49 4B 119 704 54 27IL 2712 27L3 2714 27l5 27r7 2719 B:22 A 8:33 8:51 9:10 9229 9245 9:56 \ Bz4O 1 B:55 9:01 9:27 9z4O 9:54 10: 02 9224 As req As req As req As req As req As req As req As req As reg As recl As reg As recJ As req As rec{ -LO 5Z Afr 48 56 +9 3+6=9 rEsr ML $UTP(rc)IET UN]r TEO}II (Pcf) YIELD coa{cnflE TE'P€_ RAruRf, co R[rufu(s 't 6 r47.6 70 cylinders cast PROGRESS REPORT .., DrFe Michael llarber ArchitecturcI Antlcrson G Ilastings; Cary Murrain PCL Construction Servlces; UltS Consultants; 1"I. Carr S- Paltlak REI.O OBSER/ER APPROVED SY . ehen€Northern.lnc Cddl|| t tfft rr ti SdrilL REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS at A |.irntr( fE EtEa F culxrr, ftf if E lr|) ot|llttvr3 at Frto|l'! |J€ iirTrrD at rf c(rrttrn t. Fn(Ftitv ('- q.l Grfx*l tfo arftffiltDa nt 'tf.Ea-Irc.r cf srarnf,)fir, ot'ctt,r(r! d rxtncT|t m(w (t rEor frF o.r ntlqrs-!' urntl pfrro (ri rT ltx lffi('/a- 3,{f'(t! r E oll rcIo cf rrrtl lI:'Il€ Boc.-rfif, rrartr otrlr ,tr,.|llrxll tra ldl.M'o n tlrtlq. ^ '-r.- ., r.l'iiiit I r." , -'!r-$. 7cr tL Clall4| a/lo To: 1p1vt oF vArL JoB No.4 i98 90 DATE 10-9-90 Attn: Mr. Stan Berryman 75 south Frontaqe Road DAJLY REPORT NO- 92 sHEEr 3 OF 4 vail co 81657 tMrctcE No. PEOjECI Additi.on to Vail 'fransPolt at i. on Ccrrtcr', Va:i l, Coloraclo. Western$m uobile SPETDAIX}T& SLUUP llrx t.D. B 3500 ?t:ln cot{IE{T no a1r ATSE}{r IEIPERAIURE M'{CE 60-90 TT:'I lro.TRIJCI(r{L TCXET |t(t.IIUE ITATCHE) TIUE ARttnfiD Tlu€ s$tPt-gt Rfi.oUnXll| cD.Jt{rEn IETIN REloufiloll Cfl,HIEN couPt-Ellofi CUAC YAG t-olD/ clJuutArt/E w rn AD(D o^l-oNs B 9 10 11 12 I4 44 49 46 1r9 ro4 LI1 49 2720 2721 2722 2723 2724 2727 2728 10:08411 10:28 10:43 10:58 11:07 LL:47 l2zO7 P L0:2041 10:36 11 :0-1- 11:10 11:20 12:05 i ]'i:22u t M As req As req As req As reg As req As req As req As reg As reg As req As req As reg As rectr As reg 64 72 80 88 96 r-04 LLz 4 U J 0 4 o 0 TESTlo,STUIP 0n) An c{rflrE}tT(r) TEI UNTT TIloHT (Fcf) Y1A.D @trctrFJE TE'PE- R^nngtr) Rtl&\ft(s PROCRES S REPOR T rir*observc rd on al I truclis Pump in'use. r:nptF\ l'li chac 1 lJarber Architecture; Andcrson S llastings; Cary Murrain PCL Construction Scrviccs; URS Constrltants; W. Carr S. Paral-al< HND OBSERYER APPROVE) B' ' ehen€Nonhern.lnc Cd-arra E|fh-r ci sdt'tL REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS It A rlml/|t fpttCtEr D atrxtt, Df trFE l,fr o(ttltlwt At rfr('ll! ttf, tirTIrD A|Dt Otl)r)afl^l -li(rrrTY f d'l ClfXIlr "O A,Irqldrlpl foi ?tf'E _ tlrr (rr Jrarrrrrrl crrEurlrrr or rlrDclt rrrra (r rtorrrrF ql ntrpiriJ rrirvil rripr rlll ntttx lrrior'{- 3rtrrilt rrl DE DtFctaD f lrrrr ltJrr{t 6 Gq,nrnD w[atr sntt ,a'lag]attT! lf, ^or(fo l0 x rf,rr.(r A 'n-r.- J s. F lttTl r.,r ., ...nr... frrr )\ ctll laa a/to To: 161sll oF vAIL JoB No.4 igg 90 DATE 10-9-90 AtLn: Mr. Stan Berrynan TSSouthFrontageRoadDALYREPoFITNo.92SHEET4oF4Vail CO 81657 rl.IlotcE No. PBqrECf Atltliti.on to Vai 1 Tr;rnsportati.on Ccntcr', V;r.i l, Coloratto. Western SP&FEAIX)$II SurUP *?-5 ln cot{rD{T AraG}r ]ETPER^TUFE RAucE 60 - 90rvkrhi |F IID( l.D. B 3500 TET r,t(r. Tn cxt{L IO( T fro. Tlu€ EATCHED 'nuE tnnryE) Tlt/€s !Pr-E) RniqlIIXn COUNTEIrtp{ Rfl(x.lJlptl COUNIB @uPr.Ellotl cuEc YAruls IDAD/ CT'UUI.AIIVE TIAIER Tfi)€D o{.rt0r6 I] 16 114 44 2-729 273I 12243frt" 1:34 1:O2Pl I:49 L:2O As req. As req. As req. As req. t20 L28 rEsrt{L surP 0lr) }ET UNT TECHT (Pcr) YIELD OOTICREIE IE|PE- MTUf,E cF) RET|^[O(S t-5 4 5.0 139. 8 69 Cvlinders casl PROGRESS REFORT TesL sample bal<en frcm truclt. Pump in use. rrrptF\ Mi chac I llarller Archi tectttrc ; Alrclcrson 0 Ilastings; Gar:y Murrain PCL Construction Scrvices; UIIS ConsultanEs; W. Carr S. Par'rlak REII) OT}SEF/ER APPRCryE) FT Chen*Noriltern.lnc. , rJrd l$-Itt$l " ' Con''rij|'g tngl.t .. . o't, Scln(,.t REPORT OF CONSTRUCTION ACTIVITIES ^r A u"mrt motrETp{ lo cr rxni flf, trtrt lrt) o(ttlttw:t, ryr !IF!!II ltt'riri' rr nftiid circt lr:rt6 on txtrA:ls llotl (tl Rf rrrrnt€ otrn ftFo.trf cirrirtro tnrsr gtrtt ,{i rottrrlr rrtt lldtJtr lo lr lnlr€ ^ i!-r- .r r,. filji]-l c-r d .'iF.r.. rdrrr }6- CLtCIA a/t(t To: TowN oF VAIL JoB No. 4 398 90 DATE: ,10-10-90 Attn: [tlr. Stan l]crrynan DAlLy REpORf NO. 93 5g96 I OF 5 75 South Frontage lloadVail C0 81657 INVOICE NO. pRGrEcT Acldition to Vai I 'l'ranspor tatiort Ccntcr' Vai 1 , Colorado WEATHER coNDmoNs AND TEMPEMruRE 40 - 60" F, partly cloudy CHE}I_NORTHERN'S SIIE ACTMTES Inspectecl reinforcing steel placed in the level 3 structural si-ab of stair No. 10 and level 2 foolings on stair No. 1l-; observed mix B concrete placed on stairs on Line 22, mix C concrete placed in curb and gutter north of the structure and mix A placed in stair No. 11 footings and stair No. 10 struc+-ura1- slabi and bested the mix A concrete; tested pa\,'ement grade for the south side of the Frontaqe Road. VERBAL COMMUNICATION WTTFI COIffRACTOR, ENGINEER, ARCHTECT. OWNER l'Ie informed the orvner' s rerrresentative of our f in<lings. S. Urpon S- Palvlal< HET.D OBSERVER APPRO/EO ST lrli chac 1 Barbcl Architccturc,COPIES Attn; lvlr. Scott Warcl ;G:rr.y Irlurrlirr PCL Construction Services, Attn: Mr. Dcttny Armour: Andcrson {i llastirlgs; -.llRS Consrrltants, Atttr: M!r-l,c:- $i99-tl ; etrtrtYD a! nr coNrrtxTl{ PrrrrTY (' ct.F dtK[:t' ^ro A]|nllltl lql FrIl tul ru- n-fi-:rxr{l n iiiitd-or,n-i*riur ^Pt'nta- t''rrl irLr' tf od'crD (r ,trrr.r rr:r]o t: Chcrl€Northcrn.Inc airrtha [i*F' -/ J.brrH'r REPORT OF REINFORCING STEEL OBSERVATION TO: TOI'IN OF VAIL Attn: Mr. Stan Berryman 75 South Frontage Road Vail, CO 81657 JOB NO. 4 39_B 90 DAILY REPORT NO. INVOICE NO. Vail, Colotado DATE: 10-10-90 93 5ggg1 2 oF PRUJECT Additiori to Vail TTansportiltion Center, 51XUCTRE Stair No. 11, foobings LOC rO EIl/ ION RgNFORCIITC co![refls vEnc l.H(IRZON'A Gridline 13.3 Lo I4.2 tz.3 M ztBfi v 1'4"right angle @160C 3 {4 Bottom of footing, continuous, longitudinal (ett. cirection of bends) Dol.rcls to va1l spEcrFtc Tn s: srEE- cRADe 60 Ei n$s uso Falr(ncwc ctE xru{Esrk Clean CI snoe Dmtt}lcs us@ c.rARANcE Atro cawER As speeif iect D cot{TR cIoR AgvrsED sPtJoNe: sPEcsE rxl * As specif ied D ruu--lue oGERv rnn BrB s.,ppoRTs: Ty?E El prrr-lue oosEnrAnoN FNEH ltlPtl0E OOUtfAl|GEHocHT ffim, ffiffiffi o.-ffi*.- D(^!W€D RE-DCAlrlllED PROGRESS REPORT Michac1 l3arhcr Alchitccture, COPIES nttn: lulr. Scott $lard I Gary lvlurrain lCL Construction Sewices, Atin; I.'lr. Denny Amour; Anr'lcrson Q tlastings; ljllS Consrrltants . nttn: Ilr. Lcs ltloocl i - S. Urton S. Patrlal< FIE-.D OBSETWER APPROVED SY Ar A !rnu{ ri'fcT:ra }! clfxlr Ir( trr-t r{, drtlwr. al [Fflft lrf a|lrrltD lt n( oo{mfxrur PF{rft fi d,i cll}{rl' ,,o- 'lmm lE* mi PUE EA- rrrr (r sr^rlrrxrL qrolnro'l' (tr axt|'tcnt nrr|l (n Eorfti c.r |{rcrn- J nirm:t' r'oorn dr rtlllt]l rr'til/,l- : lttct frr I( rFdrD (r r'|rl fulrrp tr gor.r t ttu (rllgt olllf ,r*ratt pLHlt rr!1 loli tl) lo tl rtill{r ^ ,8.* d hl lllll l7-,t { ..,ntd*.. t|vG t&, crtl ti a,/9O Chen€Nor'thern, Inc.O.r.Jtha Lndt -r 3a La-tt.(. REPORT OF REINFORCING STEEL OBSERVATION TO: TOII'N OF VAILAttni Mr. Stan Beml'natr 75 South Frontage Roadvail, co 81657 PRUJECT Additi oi to Vai1 Tra.nsportation Ccntcr, JoB NO. 4 398 9O DATE: 10-10-90 DAILY REPORT NO. 93 SHEET 3 OF ItMlcE NO. Vai 1, Co I orado STRUCruRE Stair No. 10, StrucLural Slab, Lr:vel 3 LEAT|OiI 05/ noN RSrF(lRcrllc co,0E{rs \dnc^L HmlzOilI |- 10' North of Gridl-i.ne A to 30' South of GridLine A 10' East of Grid line 1 t-o 28' trlest of Gridl-ine 1 84.06 - 96.39 #4 @ 18" OC #4 @ 1B', OC +5e12"@ 6 +5 @ Transi level 3 deck' 3 on botton Top of s1ab, each r'ray Bottcm of s1ab, longitudinal Eottqn of s1ab, transverse ion from sbair slab to trans'verse 3 on top sPEctFprr|orts: SIEIL cRADe 60 El nuts uso REI{'(nGNC CtIAtttLHESf Clean ! gOr off^m$S UsE) ctE &lllcE ^|lD cot/ER As specif ie6 fl coa{TR gloll A't/tsED sPlJcHc: sPecFrc Txttt* As specif ied D RttI-TluE ottsEn/ lloN BrR g.PPoREi: Tl?€ El mrr-lve oosav rloN Ftt{Flt tNPtlCE @ulfiAt|C€HrrcHr ffi,ffiffifr #flffi5fl ,,_SS,* DOIrII{E) RE-ECATTHID x PROGRESS REPOFT Michael l]arber Architccture, CoPIF-S Attn: Mr. Scott lrlard: Cary l.,lurra in PCL Construction Scrvices, Attn: [,h: ' Dcnny Arrnour'; Anrlerson & llastings; IJIIS Constrl tirnts. Attlr: I{r. [,ei-]!Qgdi-- S. UrLon S. Paltlalc REL.O OBSERIER APPROVED F/ ,r, qrru,{ iuncTl.. r0 cll)alr, lr{ xtr |,I) .rftnw:t at rrF(tr! !r( lrLltfD Ar r}f co{I)txlvl- FcrrTY f d! ultxxl t'o a'nm|AD' t['l PI'IEA- r'.,u .t ,1^n,.,xrt, c11o.tlp11t on rxr6.crt t1r.x rrr irq lr€ o; rrr*ri-d-iillaD rdtn€-arrt rtwrtol rr+$.& tAl4t6 tu I l[F(Eo 6 rftrr lum€ 6 corlft , trtrtar ('lt l,Frrlllxl! l|f lglMo H fil'lrqr ^ 6''.- .. tfijirJl nr , rorrrc.r td lra. crarlu ano ' Chen€Nonhern.lnc Cmrhf frrlrr ai s.attaL.t REPORT OF CONCRETE PLACEMENT OBSERVATIONS A! A r.r,|ll.( fFrrrtDr it .lllm tri nfE xfr d'|!rlrw3 |lI i"Fcitrs ^rtf ai.Trfl' a! n[ co'rrlxlul FF.rfrtY f otr cr axts, ^r0 arnftt x'. ^l i-ix^-Irri (r rrlrfla,.tl o{tlrrrtr d fiTircnr rrr, n nroratio (tr afFo.tnt r |u_:tRlo pfl{r€ q_n nntl)l Afr'f('rA- :t l,'l t: Fl! E lEfeD tr ,,.lll lE l}€ B@tttltD L'|l"l'l otral ||t^,|ct{xlt ,Jlt ,allllr Io tt ttrlt€. ^ n n{- , n.[Uttl-lrrr '. ...rr-*. r..ti r|.. Cr.fltaf a/to TO: T61y1,t OF VAI LAttn: Mr. Stan Berrynan 75 Souttr Front-aqe RoadVail C0 81657 JoB NO.4 398 90 DATE L0-10-90 DAJLY REPORT NO. 93 SHEET 4 OF 5 IN\rclcE NO. |EO:IECT Atltli ti.on to Vai 1 'l'rnnspor.tirt ion Ccntcr., Va.i. I ,' Color.atlo. western sPsFnAI|Oirs suruP ST PPUER MnFri .l o UX l.D. Scc femarks 0-5 ^n coNrE n---?reilT. 3sor-mx El ATSE|T TEIP€RA1URE R^IIGE lE;rxt.rruo( ML TIO(Ef M'.IU€ Il^rcH@ TIUE AnnryD Tlv€ s llPtg) RE\,qlJIb|{ COUI.ITER&qtl RE\OUJIIOII @UXIER csrPt-EtKnl c{r&c Y G I-oAD/ cuuuurlrvr wAlB IDO€D o^rlJoNs I 2 3 4 6 46 LL4 44 54 tL1 114 P22473 P22474 P22475 P22476 P22477 P22478 10:18A1" ]'O:26 12:47tu I :25 2:16 2:23 10:29A1 10:40 1:00F1 1.?n 2:30 As req As req As reg As req As reg As req As reg As req As req As req AS req As req I 6 I4 A -LZ 20 6 10 4 0 0 0 rEst ML su,l? (Dr) lrR c0lfrE{r(n f,Er uNn UOAHT (Pcr) YIELD cormm IEi|FE- R^TT'R[ co ROTAIU(S I 2&3 4&6 5 Mix B, lo. ai.r, no cylinders reguired Mi:c O.r With Fiirers, No cyli.nders required Mix A 1 Set of cylinders taken bhis load PROGRESS REPORT r',pr* l'li chac 1 Barbcr Archi tccturc ; Andcrson I Ilastings; Gary Murrain PCL Construction Scrvlccs; URS Consultants; S. Urton, W. Carr S. Par'rlal< RA.O OBSEIIIiER APPfiO/ED FT . .Cficn€Nonhern.lnc. REPORT OF FIELD NUCLEAR DENSIfi TESTING ffi ,n'E rr", flFFr vrl ^.r tqlryllt-. fni: errrrrrD ^t n( cor*{tu!.t'.alflrsrnfiffifrffitffirr$.#; rpt tr sr^ru',r!. mr€r uqr6 q' tiip^iiirffi ;i ;iit]niti-di arr"crr:-n m-ltfft Ptxur€ 'd'n rE rttl crr}\rnD u[,u! or}tl ,rrur{,lxrr !r |€ilfD lo ul filllr|o' ^ 'n-rt- d -@* .t .dnooir. F ltr Xe Cr.El(r'A a/lo C..rrune t f-t rta S.Ls.a. TO: TOhrN 0F VAII, JOB NO. 4 598 90 DATE: 10-10-90 Atrn: Mr. Stan llcrrynan DAtLy REPORT NO. 93 SHEEr5 OF575 South Frontage RoadVail C0, 81657 tlWOlCE NO. PRNECT Addition to vail Transnortati.on Ccnter, Vai1, Colorado SPECIRCATION COUPACTION & MATERI,AL MINIMUM REOUTRED IN_PTACE DENSTTY 95 I AS DETERMTNED SY: ASTM D 1557, SUbgTAdC bACKfi cONSIRUcTION CONTRACTOR: B & B Excavation 1g5T LoCAIONS wERE SELECTED gy;Field Tectrrician TYPE AltD NUMBER OF EARIH MOVTNG UNt-fS l Front loader, l Grader THTCKNESS OF UFTAS required TYPE AND NUMBER OF COMpAgttoN UNffs 1 Sheepsfoot ' NUMBER 9p prqsSES As Slight4'silty sandy gravelr37.3140.0Subgrade 15' Soulh e)'isting Road @ STA 20+00 EI R.ILL TIME OBSE}ryATION fI P^KT ilME OBSER/ATION Tis|fFdlTP'i':f,}|E(FrD.trqtlf,DA!^ft:lt|t'ofo(no||sfiv^rlittofntlP{,c'}.€xI.ttlll\tRfl|ED()||J||'(tlrucnnmoO{IDI,rlP'rLY|r€n{ FtDonrrlD€D otr tfcrlw trrtFr ^tru ."rntrf m tlu. tr',nt.q n,t r,'r, -*,*,t'tih'ffi;i';-'*; oqciararo -mrrrnrs lFJrs ^8f u oE or n,o ml 'tr-Y ts t-lf,vtD Nrcers f,/ to trtltl l[ q'n oGUMJT! Juuo(l{t}rl "s' r'^rr '^"i'iii 'rr-f:iir'r o'is rsr ofHtors Gl wrlrrlrJl lllt ntr. vtrn g'tonclllots' ntE Nt cl'EAR DEl,.5()l/tElEt Utllloo oF lts.nflc WAS US€D lN SUtlSt fftul- AccoflDANC€ WIIH Asir D29e2 A]lD DJOIT pRzuMu.,,tARY OBSEF/ATIONS Al.lDloR TESr RESULTS VERBAIIY REPORTED TO: , Les Wood Lest was lrcrformed on subgrade naterial 'Also bacl<fi1l being placed at wa11s stai-r No' 10'PROGRESS REPORT The atrove South Frontage Road . B. Carr S- Pavlak NELD OSSERVER APPRCA/ED BY Michael llarbcr Arclti tcctu re,LvrlLJ Attn : l"lr. scot t t{a rd; Anderson fi llastings; l1r. (iary Murrr an; pCi ionttruction,' Attn l l'1r.. Dctlll.y Annolrr-: ilrrS dtiii"i iints , 'Actn: Mr ' l'cs wood; . Chorr€Northcrrr. lrrc. ,rsu ''*tn* ^ F.r.- .a $.1 lllll lF.t or u+qt fG b. l,rllo2l aho Conrul0rs ttgltr-r o'{ 3{r- ,rl, REPORT OF CONSTRUCTION ACTIVITIES rv: T0WN oF VAIL JOB No- 4 398 90 DAIE: 10-11-90 Attn: Mr. Stan Bcrryman DALy REpORT NO. 94 SHEE1 I OF 1.275 South FrontaSc Roadvail co 816s7 fi'vorcE No. pRilEcf Addition to Vail Transportation Ccnter, Vail, Colorado wEATHER CONO,fnONS AND TEMpEMTURE Partly cloucly, 30 - 60oF CHEI.I_NORTHER}I'S SITE ACTMTIES Observed and tested Mix C concrete placed in the enbryviay aprons, o-nd mi;< A concrete placed in the l.l-a-lLs; testeci compaction of the entryway aprons sub,qrade; i.nsp:cted reinforcing stgq! pllqe-cl jn stair No. 5, 1eve1 2 rralls, sLair No. 11, level i; iralls and footings, stair No. 10, 'r'rall" level 3. stair No. 12' foot.ings leve1 one, stair No. 4. Slab on grade J-evel 3' l'r"tll east of stair No. 4 ler,'el 4, ol.d staintay caps level 4, and a bottom of slab on decli at line 33. VERBAL COMMUNICATION WTTH CONTRACTOR, ENGINEER, ARCHNECT. OWNER Jnfonrnd Lhe or'rner' s reilresentative of our f indings and test results ' S. Urton S. Paltlak RE]l) O6ER1/ER APPROVED F/ coprEs Xt ili?" t"li'B$.t'ftli::Elli",ir,,""urn PCL Constn-rction Services, Attn; Mr' Dcnny Armour; Andersol G lla-s.tings; ...llRS Consttltants. nttn: Mr. l,cs l'\roo(l; Clrcn€Nofthern.lnc.Crlr|/Ult t,'fh.-t ti Sd'ra.l, REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS lt l llrut fitraTEr Io aLtHtt fr( ltE t3r d|li .vfl AI ttF('tTr {rf, IntrlfD ! 'li: Corr.'.lul,-FFoafrty f Crtl cf aXE |l'o- a'ntIl('llxx mi a,,i-EA- rrrr <rr trr^rrrrt rt, crlrlrrrr.r orr rxrncrs nou orr rfq inr€ ot-r rtr.orf*d^finiu-l'riiip-ir,r -rwttlx ,rrffor/u- sllrirs rr,|. De D(tuD o- r'llE rD€ B oc.l'.irntl, ut,|L flllt ,frraaottTl,rl lf,rt! m x *'ltr,c ^ 't n ' , - [ittil-lr'." .. ....r-r.. Trrr t\ CJill.t a,/to To: 1gy1.1 or vArL Attn: Mr. Stan Berrynan 75 South Frontaqe Road Vai I CO 8l-657 PRCIJESr A<kliti.on to Vai. l 'lranspottat iotr Cclrtct', JOB NO. 4 398 90 DAILY REPORT NO. rM,olcE No. V:r.i. l, Co I o'r'atlo . DAIE 10-11-90 94 5HSEI 2 gp12 Western SpEC1.EAII0{.6: q rrup 0-5 in. lurx LD. Mix C, #40 lm @t{IE}{r 4-8/" 30 - 6ooFtvtnhi I r:ATgflT TETPER^ruRE R^I€€ lESr tO.Tn c|( ML TICXET M'.TIUE EATCHg) IlllE ARnfi/EO Ttlr€ s$rPLg) RA,OUJIDil@ulfra EOIN RE\/O|JJTnl @UXTER CollPt-EIl'O{ crr&c Y G t_oAD/ clJuuurDt w rER AOOS) a^uorts 1 z 3 4 5 6 7 1r9 IO4 's4 44. r-00 119 104 0t2753 oL2754 oL2756 ot2757 oL2758 ot2759 oL276r B:41AI' 9:08 9!53 10 :17 l-O:39 10:50 aLz2I 9 OOAI 9:22 10:03 1 n. 2') 10:49 11:00 11:31 11:40 As req As recJ As req As reg As reg As req As req As recl As reg As req As req As reg As recl As reg B IO 24 32 40 48 56 4 5 6 4 B 2 0 rEsrMI sU,|P (Dt ) WET UNT *EOHT (Pcr) Ytzu) cofrcr€lE TOIPE- RATT'EI cF) RDTATd(S 7 3 6.2 r42.2 65 I set of cvlinders taken irom this load. PROCRESS REPORT ,.^DrFe Mi.ch;rc I llarbcr Architcctttre; Atrtlcrson fi llasrings i Gary Murritin PCL Construction Scrvices; URS Consultants; S, Urton S. Pavlak RE""O OBSEfi1/ER APPRWED SY Chen€Northern.lnc C-n 1(l!r tn h-r oa Sd..ar.{. REPORT OF CONCRETE PL,ACEMENT OBSERVATIONS At A lrrru& f3ttETrr tlt ctt'aTr Ir tuf,E tlfr o[rlrlrfit al ilt rrT:t ||f, r'rTrrD a! na oo.firt,|tw FnoftrtY t'. o|t cl l].rl rro arnrrru'alll{ tll x-ir^- mn r 3r rfr.rttt, orerrrr('! dr rxtr|.'r r*r qr nroiirire orr arninn n n-rmno prl{r€ qJt tw tx ,tt'Fora- srl''l l:l tll o€ o(t(Ilo !f rrtrt letr}E B c(ta LlltD rt|.|:ta otrt t ,iwqtaratt lta ,grfllt tD tt l|tr|.c. A 'r,r.- , a.FiElr.r { ...'!r'r. f-ri h Ortl t aa a/tO To: 16tt'* oF vnrl nttnt Mr. Stan Berryman 75 South Frontaqe RoadVail CO 81657 EQ{ECI Add j t i on to Vai I 'l'r'enspottlt i on Ccrrtcr', JOB NO.4 s9B 90 DAJLY REPORT NO. |NI/OICE NO. V;ri. 1 , Co 1or:ado . DAIE 10-11-90 94 sHEEr 3 oF 12 Western spEcFEAT|o0t$ g |'lrp 0_5 An cotllErr 4_g/"suPftJa M3bile tlfi tq Mi,.r C, {l40 rrrfls{r rErpER ruRE MneE 30-60 TESTl€.TRrrct( ML TCXET!o.IIIIE EATC}|€D Ttu€ RftI/ED Ttu€s ltPLE) RA.OUIIrcll@ur.tB EUOI R€\OUJIb'I @UI,ITER COUPLETION ct dc YAGt-oro/ CUUUIJ\IIvf w lB ADO@ o^uoNs I 9 10 49 AA 46 oL2763 012764 0L2769 11 :46 Al 11 :59 1:06 Pl lf 12:00 P 12:11 I:22 M As req As req As req As req As req As req 64 72 BO 10 5 B TEST MT sujl? 0lr) An co$rElfT(r) T€T UNTT*sltT (Pcr) YITID @tctflE IETPE- RAITJRE cF) ROTAE(S PROCRESS RF.PORT rnpttre Michacl Barbcr Architcc turc I Andcrson ti tlastingsi Gary Murrain FCL Construction Scrvices'; URS Consultants; S. UrLon S.Pal'rlak REl) OB5ETWER APPROVID BY To:'forvNorr'AIL -=-_--- ,ou*o.mAttn: Mr. Stan Berrynan 75 Sou*r Frontage Road DAILY RepORt NO. 91 SHEE1 4 oF 12 Vail CO 81657 rl|\orcE No. PROJECf Additiorr to Vail 'fr.ansport.tt ion ccntct', V;ril, Colo.r'arlo. -Western sp&FE Tx)lt* stjJup 0-5 An cOi{rfNT 4-AA slrPruEn. M.bj.l. Lg tu. Mix A1 #2 ^rarln TEIpERATRE Mr{cE 30-60 TETt{).IRtfi ML TO<ET M). T|lr€ lr^lElt€D nuE lnftvg)llu€ SAIPIED RnrcLrfln'l @U}iTER&!lll R€\OUJIFII C(XJNTER couPt-EIX)il CUEC YA'UIst-oto/ cuuur.A'Infi wAlB ADO@ a^ll]oNs 11 T2 13 74 15 16 L7 49 44 54 119 49 46 54 072770 or277r 012773 or2774 or2775 oL2776 072778 1:21PM I:43 2140 3:O0 ?.?n 3:40 3':54 | 1:3OPtr 1:56 2:48 3:08 J:JL l4:01 | 3:15 As req As req As req As req As req As req As req As reg As req As req As req As req As req As req B r6 24 5Z 4U 48 56 5 0 0 0 5 I A IESr }TI su,lp (N.)An CDilIElIT(D Trr uNrI UEO}II (Pcf) YELD cot.tcnflE IE'PE-. R^runi.- co Rfil^rnci I4 2,5.2 r44.7 65 One set of cvl inders tal..en this load . PROGRESS REFORT .r.rDtFe Michne I llarbc r Archi tccttrrc I Anclcrson {i Itastings i Caly Murrain PCL Construction Scrviccs: URS Consultants; S. Urton S- Pawlak FIE.O OBSESMER APPRCTGD FY Chen€Nonhern.lnc C..|.rltht lrth.rr '|a JC-,al& REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS ^t l.ni|. afr'rcrr{ Irt q-t|t{E nf tttft xat (lrrllavLr a! tffcrlt./rt JtarrTD at na corrt}arul. F oatfTY (r (|r d fxll, ^ro amrtlt/lrDa rci n|l.EA- ncr. q' 3r^tn xtl (trrttrrrr.r <ir txrr.cii nol .' torarip aI ncnors ; r|-rxr,rtl pflria€ (r-d r|{tltr ,lrtfor,& s lrrrt t'(l E otF|Ir D lr .ltr lfJrl€ Bc[lrulltu |re..S utrtt ra a{rarfi! Arf loilt To t{ t'rrt(I a tr-+t- .r *.[tttTl r.r , ...f-r.. t-ri |'., Cl{l laa t/lo . Chen€Nonlrcrn.lrrc. REPORT OF FIELD NUCLEAR DENSITY TESTING a9 a llmr t pi(nrgtDl rt ct.|:xrrr Tr[ F|nE .rto ur6nvt:. A! Frt{Frr rnf llFrrrrlt As rlf odfDtxrut Fno?trrr oF oul clrxnt |tI) a,noitrT rD{ 7Tf, ?lttE - nc,,r o. 3llrrrrxnt cr,rr u*r6 qr rnrA;", rlqr oR {Formr.€ * o"mri'rs-rii= il -pditi:o.n -lrun|]t Pt(xa- $fLct rt'l E BFdtt' t 'm rErx' 6 c0lt'lrllD rrui ('nll ,it a.dJaxtl rrI,otrlD lo u{ *tsnrao. ^ '-rtr d -FiF-l g.r .f ...rrdr- f.drr tao, CltlOTA a/!O Con n'tr t,'gl'.-r ja S*td... TO: 'fgt'tN OF VArL JoB NO. 4 398 90 DATE 10-11-90 Attn: Mr' stan Bcrryn'tr DALY REpoRT No. 94 sHEEr 5 oF 1275 South Frontage RoadVaj.l CO, 81"657 ttWOtCE No. PRGlEcf Addition to Vai I Transportation Center. Vail., Colorado SPECINCATION COT{PACTION & YATER1AL MINIMUM REQUIRED IN-PI.ACE DENSITY 95 X AS DETERMINED Bf: ASTM D 1557 CONSIRUC'TION CONTMGIOR: rrCI, TEST LOCAIONS WERE SELECTED Ff: Chen-Northern TY?E A}.IO NUMBER OF EAR]H MOVING UNffS TY?E AI'IO NUMBER OF COMPAgflON UNITS METHOD OF AODING MOISTURE un knorr'n unlmovn unknor'm TII|CKNESS OF UFT unknown NUMBER OF PASSES varies LOGANON Entrwey Apron DEPTH OR ELEVATION (FErr) LAAOT?ATOFNT FIELD PERCOII OF (Rf,-ATtw// ll^x|u{x)o(Inld SOIL TT/PE tE)t NO.I/AXIMUM DRT DENSTfY (Dc{) OPllMUM MOI TURE CONTENT(x) Dmr DENSN'T (Pcr) MOISTURE CONTENT(t) I43 4_42 s?A 1t+05, 15' South of Road STA 12+30, 20' South of Ro.ed Base qrade Base grade 138.6 138.6 qA 5-6 IJ4.I 134. 5 6.0 6.7 o1 97 -3/4" Asq. basecourse -3/4" Agg- basecourse tr FUI NME OBSERVAIION E PN{T TIME OBSERVATION n|3 |'r|oir piftxnt (prtEt{r ronr{D a! A RttLT of rn oEsf t/ rxrrxr (F Fu pt r.ttFn wf l{ t[ tlf]lqP,$t_rrf 6lnRAGl0{ m cdJD ( '"JTa\1r€ rf FfEd[r').T!:Dco1|P|cnwtJ'l'rI!tur,(EIntlo|l|l0|xtt|ontrn',rrn*'tt'tih.ibi'r.]i.nc-p<nolrrr.narro-mr,rrprs-rt5lsAfrr^D€qin||irnL(Y as gtr-rr/rD rlorjslry ro cArrurf, qr u6utrl: Juuqurxl. rtsr o r,r ,vri 'iiii 'ri-fiiir.r arts rqt tinxtcs c{ mlolltJt r}lE nu l|trnt IttQrrcAno{r THE NuctfrR D€tF()r|ErB HEn |oO or TESnNc HAS USED tr{ su0sralTl L lccoRo l.lct wml 45ru D29C2 AND DJOIT PREUMIMRT OBSER/ATIONS AI{D/OR TEST RESULTS VEREAILY REPORIED TO: .I€s Wood PROGRESS REPORT coprEs xiill?"t"111'B$.t'fill::cturc' Anderson & llastings; l'lr. Cary I'lurrran; IrCl, Construction,- Attn: --lr'lr. - Dcnny Arrnour; tlllS Consrrl.tants , Attn : Ml'' Lcs woo(t; S. Urton S. Pawlak RELD OBSETVER APPROYED gT Chen€Nortlrcrn.lnc.o.-rt ta atdn-r ii sd3rur. REPORT OF REINFORCING STEEL OBSERVATION ,tt .t qrTu! ?inrcrDa lD clrx!|. ]}f t1!E .^ro (|-r:rtrf1 ltt rrr( |:t rif tUi'TrfD at nf oofExtl,..-Pf.lrrt or (lr ct,f]fxl ,,o a'nrnolrtul PIfEA- rrfl o. lr^nrrxrl grrturr.r rrr rmuclt rr(!r o..r irorir<r cu mroriil-n-Iririio' rtirolp-ar 'frltrx rpliwa- srl?ut Yrr gC r'(ED tr rtllrTt:rlrl 13 c{trt t nl, ua tlo olttn l.|i.l|lrj{lt l ( ,!l! tl' lo tl wftltr\ ^ rbtrr .. h[@r-t .r no,.l-*r tdh tr'. al...l ti^ l/to To: JoB No' 4 398 90- DATE: 10-11-90 TOII'N OF VAIL Attn: Mr. Stan Berryrnan - oAILY REPORT NO. 94 SHEEr 6 OF 12 75 South Frontage Iioadvai1, oo 81657- ll'lvolcE No' PRu,EcTAdditiolitoVai1'TransportationCcntcr., STRUCTURE Slab on Deck Level 4 LOC ITON E.EYAIIo|{ RONTORCIIIG colotE}rTs vancJL TIOHZONTAL Gridlines and 33 Gridlines Gridlines to 71A A & & 8L96.26' 8197.37' 8196. 26' +5 @ 12" OC 3 +5 Cont. Ea. @ 12" OC Donet to existing slab E to w NtoS Each way SP€CIFEATIO}6: STEIL GRADE R€D60RC${G CtE }lUDl€S* qr RArrcf, ^}|o co\/Eft SPIJCIHG: SPECT|C TPIIS: BIR $.PPOfiTs: Tt?€ MIEH 60 Clean As specified As specified E nors uso 0 snop Dmwrircs us@ O corrnrton ,tctuseo E ruu--lue oosElrir roN El prrr-nsr oBsEm/AroN rNPtlcE @utPut{Gt u€f PROJECT UET PROJECI 111TE R@ttlRO {Is RE(UIRO,.OfiS nE-O<;11tttOhrDt rNfna.LY wtlol E(^TN@ RE-E TTNtD PROCRESS REPOKT l'li chae I llarber Architecture, COPIES Attn : I{r, Scott Ward ; Gary llurta i n PCL Constr:uction Serviccs, Attn: l'lr. Dsnny Armour'; Anclcrson [i Ilastings I LJIIS Consrrl tilnt.s . Attn: l,'lr. l,e5l{aAd;- S. Urton S. Pawlak RE.D OBSERIEh APPftO/ED FT ChcndNorthcrn,lnc fr/|,ra t {l-r -t s.'..rtH. REPORT OF REINFORCING STEEL OBSERVATION ,J A |lrn|rt. tE ficlt ro qD(I!, I'f 'ir|c $o (t,il!.vt!. al rr}Grt t,ra llirTnD tt nf tofDf]nl.t PFttlTl f crt cr"{ll' l'o A,lrtno lD' mi Pl,E xA- rrr. o,. ir^rrLxrt crrq.lrrr6 on rxrfricrr m(rr (n ,rro^^.r. qrr mxin-r iiir,i-o' rcioln'cu rllrD{ lfrio/a- $lrt6 lu E DFcL"D or,flfl ltlrlp 6 c.rrl fltl, rrl Lln ontr ,.rr{ulrj{|3 d ,Alttl, lo tl t lr€' ^,r,* .t *ljlitil * .. ...ir..r.. tNr tt^. Cttflri ./iO TO: TOWN OT VAILnttn: Mr. Stan Berryman 75 South Frontage RoadVail, C0 81657 PRUJECT Additiori to Vail 'lTansportation Ccnter, JOB NO. 4 398 90. DAILY REPORT NO. ItworcE No. Vai1,_Colotado OATE: 10-11-90 94 sHErr 7 oF 12 STRUCTURE Stair No. 5, Walls, LeveL 2 LocAltoll E.EYAIIO+I R0{roRcl}lc c*nrefis vanc l.}{'ftZO0{TAL From Line A to 10' South of Line A at Line ?,2 and Line 22.8 10' South of Line A from Line 22 Lo 22.8 72,-85, 72'-85' #5@B"OC #4 @ .,'-2" OC #5eB"oc 5'0 Rt. anqle +4 @ 12" OC #4 @ 12' OC #5 @ 10" OC +7@5"OC #7 5'0 x 5'0 Rt. angle @5'OC #4 Gl 12" OC +7@s''oc *6 @ 12,' OC Outside face Outside face, dowels to leve1 Inside face Outside face Corners of outside face lnside face Outside face Outside face, Tnside face Outside face Tnside face dorrrels to level sPECtFtC TtOflr SIEE- CR De RfllfGolro ctf xl-0lEsg drAR ltcE AJ{D CO/E& SPI,|ONE SPECfEATTiE AAR SI,PR'f,IS: TIPE FII{EH Httctfr 60 Clean As specified As specified El nrt.ts uso D slop Df, ru{cs us€D U corrnrrcn rovrseo D ruu--nue oltsEnv tlon E - rlrr-1rc oosgv nott t}fucE coulPl^t{cE UEI PR(}ECI UEI PRGI€CI n rfR€qJrnan€xl:j R€OUIRf1.OfiS ne-oqrflN@h€t tNtruLLY wtfo{ oquN€D RE-OC lllllg) x PROGRESS REPORT Michael B4rber Architecture, COPIES Attn: Ir,tr, Scott Ward; 6ary lrlurrn j rr PCl, Construction Servi ces ' Attn; l'lr. I)enny Annour; Antlerson Q llastings; lflls Consultants. nttn: ltlr. l,cs !!qq{- S. Urton S.PavIal( Rru OBSETWER APPRO/ED FY ClrenBNorthcrn,Inc O.-,lri !nd-t -J Sd-U." REPORT OF REINFORCING STEEL OBSERVATION lt A urnt|. tidrTctDt to cutxlt nf rllr x.) d.ritw1 |tt iIPoiTt r t JjilTtr.D ^t ]}t. coftaraq! FdtrTt C. qt dl}.ll l,o lr'nnno'fix tr PUll-rA- rri .,r lrlrr rr l.q r. (rr€11l{r€ rn rni.crt nqr rrt ntorrtr orl mrcfr-s-xliiio- I'fiora-ql rnflttra xr"rl}/a- alrttE rtl E rFrI' cr T tlr Iflftlc 6 ccl,r\"ltrD urttn qlr(l lJna|)lu,Mt l'tf lalltD lo tl |l{rl{\ ^ ,i.'.-.. *lTllt tl* .. crr.t{.. lF lra. Clttti a,fiO t-at. rn t-r lr.1 , r.r o ar^ nATF. I l/l ITO: TOhrN 0F VAIL JOB NO. 4 398 90 DA]E: 10-11-90 Attn: Mr. Stan Derryman oAtly REpoRT No. 94 sHEEtg oF 12 75 South Frontage l{oadVail, m 81657 ll'volcE No' PI|IrJECT Adtlitiori to Vail 'l'Tansporta t i. on Ccntcr, V"it, Cotoraao STRUCTURE Stair No. 11, Wal1s and Footings LOCJiII$|E"R/Anoll RETIFORENO coguo{Is VEKNCAL lroozonrTA' 36' to 50' South of Line A, Grid- lines 12.3 Lo 13 5O' to 64' South of T,ine A, Grid- line 1?.2 Lo 12. Gridlines 10.9 tc 11.5, 36' to 64' South of Line A (val1s ) 63, 63' 63' #6 @ 10" OC #4 @ 12" OC #4 @ 18" 0C Douels to tlall 3 *4 Bottom of footings, r'ongitudinal 7 +t4 Top of fgoting, Longitudinal +5@9"0C . Top of footing, transverse , Dorrels to rv-aLl 3 #4 Bot,tr.m of iocting, -longitudinal 5 ii4. Top of footing, longitudinal #4 @ 18" OC . Top of footing, Transverse Each face#4 @ 16" OC SPECIFEATIOII* SIEE- CRADE R€n{FORCrftC CtIAllr..0{85& CIIARA}ICE ATD @VEft SPt CINC: SPEttFlC Tlofts: &TR gJPPOfiTS: TI?E FIT{FH HOCHT 60 CIean As specified As specified E ners useo D goe DrA ls usED O conrggoa rrouseo E ruu--lue orEnvATtoll El prrr-nue ocartmoN INPI.ACE COTLruTCE UET PRO,ECI lEf PF(ITECT 6arE R€OUrR€rOlTS REQUIROTOfiS nr-o(^tit @tl€N NnULLY ttlol OCATD{€D Rtr-EUTTNE) x PROGRESS REPORT Michael Barb.er Architecture, COPIES Attn: l4r, Scott Ward; Gary lrlu'r.ra in PCL Construction Services, Attn; I'lr. Dcnny Arnoul; Anderson fi llastings i UIIS Constrltnnts. Attn: Ivlr. Lc$ Jtqedj- S. Urton S. Parvlak RE-D OBSETWER APPROYED SY Chcrr*Nortlu'n.lnc -a 5d'ntlr' REPORT OF REINFORCING STEEL OBSERVATION At l rrmgl nyrTclDt Ilo a D.Tt rf l.ttE |'t. orrtltfl a! |rP.cirt |^{ tlrirrrrD ,At nr ootl)(xn|t fffrtY lt: ct,| (lrxll ,'{, ajrlrEl rD'l tul FtttEA- rrr. d. tllnqmt, Gtat;1{rtt (i rxrllcrt rir:1t trt iro irr! clll nrrorrr-n r,rirno xxlp q; ullrrl lr'"io./rl- f, rPuJ fa! t( D6tcltD (t r'Trr lflnF 6 c{s\ fn.tr rratj't ollal lrat{Ira)lxll lrl. ra[tD lo tl ltllr{l ^ tu.* 4 *lllili]* r ..drd{.. lrrr! t!r. CtJa|ti r/lo TO: TOIVN OF VAIL Attn: l"lr. Stan Bcrryrnan 75 South Frontage RoadVail, CO 81657 PRdECT Arltlj tiori to Va.i. I 'lranspott a t i. on Ccntcr, JoB No. 4 398 90. DATE: 10-11-90 DAILY REPORT NO. 94 SHEETg OF r.'N/olcE No. Vai. I, Co I orado t2 STRUCTURE Stair No. 11, Wa1ls and Footings (continued) Loc^nofl ELEVAIION R€DtFOfiCll|G couuors \ffinc L ItoRrIoNT l Gridlines 10.9 to 11,5, 36' to 64' South of Line A (Wa1l Cap)63' - 73 #4 Stinrps @ 18" OC (Band around horizontal ) 2 M "Iop of lteam, longiLudinal, 1 Each face 2 #4 Center of Beam, longitudinal' Each face 2 #4 Bottom beam, Ipnqitudinal, 1 Each face sPEcrrlDo|ts sIErL cft De ROI{FORCU|C qfl} .lNES& cu R r{c€ A}lo @!ft SPI,IONC: SPECfE TXn& tlR SJPPORIST IIPE m|sH HEC+IT 60 Clean As specified As sepcifiecl ts n,,rrts usro I sloe Df, urtcs usED D comnrcroa aousso 0 ruu-lre ocsEnv noll El prrr-nue oosEnv TtoN tNPr,AcE col/uur'rcE UET PROf,CT UET PftGIECI naYrrt€ournrlrofis m.nuno.txrs ne-ocAlu*oYnto{ lNtruLLY mtEx O TTIN€D RE.DCATNE) PROGRESS REPOKT Mi chac I llarher- Architccturc, COPIF-S Attn: trlr, Scott lttarrl: Cary 1,ftr1r:r j 1 PCL Constluction Scwiccs, n ttn i [.'lr. Ltcnny Arnou r; Antlcrsotr f1 llasti.ngs ; llllS ColrsrrLtnnts. Attn: ltlr. l,cs lyqqtl I S, Urton S. Pawlak REI.o OBSERVER APPROtrD FT Chen'dNorl.lrcrn,Inc.L-lthl b*-r -ra J.r-U"' REPORT OF REINFORCING STEEL OBSERVATION ^r^umul"ErtclD|roorxTlrrl^.IElrf|dlltw'.Alfi'Fdrr!rfilF,lIrDAtnrc0.nxn|t-'it'rrrrYdd'o'Ixrt[t,,t,n(t|ltl^lr'|'t'|Pi.ftrc^-rrr. r/ 1t^nrfnt, tlrrJlr!(r6 (, rrr${:rt rrftl ('r i'c ^..{ (r.r raroiriJ rii ii,tu ,'iirurp qr txttlo{ irrao& s^l+tn nl E lErcrD or "Tt^ lffrlro car.'tll|D (rrrJn ollftt l,rtAlrlalrrnt lJ\'. ,atrD lo ll tfillrL , i''t .t *.[*LD* .. enrral.. l.d rb. crrt tirl a/tc TO: TOIVN OF VAIL Attn: Llr. Stan Bcrryman 75 South Frontage Road vail, cll 81657 PRqrEcr Adcli tiori to Va i I 'l'rflnspot't. t i.orr JOB NO. 4 39B 90 OAILY REPORT NO. ItwotcE No. Vai I , Colqtado DAIE: 10-11-90 94 sHEErlO oF 12 (lc tcr, LOCAIOII E-E\t no naNFoftclllc co|luorTs VTNTICA l{ofl[iuoalTl|. 32' West of Line One, 36' to 64' South of Line A 69' - 85 #4 e 12" OC Stirups (Bands around HorizonLal Steel) 2 M Top of Beam, Longitudinal, I Each Face 2 M Center of Beam, Inngitudinal' 1 Each Facq 2 *Pl Bottom of Beam, Longitudinal' 1 Each Facq sPEclFlc r101ts: SIEL GRADE: 60 D n.',ns tlso Re1rFm61No ctr t{LD{Fss: Cleair O srtop D641xI};G5 usfD clr RAr{c€ A}tD coyEp As specif ied D corrnrson pnseo spr1cr1q: spEcnc rxrfis As specif ied D FUt!-TluE oosrBv mN B R SJP|'oRT5: TYP€ E rrsr-nue oosav^IoN F6{sg INPITACE @tlLPUllCEHoc'r ,ffi1ffi, ffiffiffi o,-S',- D(^rHg) Rf,-E0Alllllg) PROGRESS REPORT Mi chacl llarhcr: Architccturc, COPIES Attl: lr{r., Scott lrlard; Cnly l,ftrn';titt PCL Construction Scrviccs, Attn; I4r. I)cnn1' Arrnour; Anclcrson {i llastj.ngs: tllts Consrrltilnts. Attn: l'lr. l,cs lVootl: S. Urton S' Par\'lak RE.O OBSERV€R EPPRO/ED trf ChetrdNor'thcnr, htc.6.r,tli li{}l.Jr -i &r-b'. REPORT OF REINFORCING STEEL OBSERVATION TO: TOIVN OF VAIL Attn : lrlr. Stan Bcrrynalr 75 South lrrontage [{oad Vail, m 81651 PR(rJECT Acld j.t.iori to Vai. I 'lrirnsportati.orr Ccntcr, JOB NO. 4 398 90 OAILY REPORT NO. [.{votcE No. Vai 1 , Co I orado DATE: 10-11-90 94 sHEEr tr oF IZ STRUCTURE Stair No. 12 FooLinqs toc noN E'A/Ano.'l fiENFOfiCmC cor,|rtefis vBnc L t{omzor{trl.' 36' to 56' South of Line A, Grid line 30.3 56' to 66' Soutt of Linc A, Crid- line 30.3 36' to 66' Soutt of Line A, Grid- line 62.33' - 69. BO 69. B0' 62-33,- 69. B0 #6 e 10" oc #4 @ 12" OC #4 @ 1B', OC 2 4/ 1M #5e Dorrels to Wall Bottom of Footing, LongiLudinal Tcp of FootinqJ. Longitudinal 9" Oc Top of FootinE, Trallsverse Dolrels to Wal1 Bottom of FooLing, longitudinal Top of Footing, Iongitudinal 18'' oC Top of Footing, Transverse Do\rels to Wall Continuous, Bottom of Footing lonqitudinal 3M #4e +4 SPECIFIC Tlo|{8 SIEE- CR De fflHFqrc|r$ QLIN(NES|I: crrM NcE Ar{o c{^/ER SPUO}|C: SPECS'CATXIN* IUR SIJPFORIS: TI?E FWEH 60 Clean As specified As specified El pt rxs ttso O srtor DRA$ltcs us€D 0 comnlcron pvrseo I ruu--nue oosERvlnoil El prrr-lre o{rsstv nor INPI.^CE COTLPNNCT UET PR(U€CT t,|ET PRO'EC'mtrJlREr,B|Is Rf,OlJlROrOfiS vn€N tNnuLLY rftlolOqrID{€D Rf-P(ALllNO OAIE RE-D(^!|I|CD PROGRESS REPORT M j. chnc I llarbcr Architcctttrc, COPIES Attn : lr,1'. .Scott lrlard : Cary lrftrrr';r j n PCL Const'r'uction Scrviccs, Attn; li'lr. Dcnrry Almorrr'; Antlcrson fi lla.s t i-ngs llllS Corrsrrl tirnts . n ttll: Ilr.lVoo At A [rnrrr l'rmciDx ttt cttxtr. TtI f'lt E ,}ft lt|tFtvl!' {L ilFFTt r/tf lrt TtrD At nf oOtr't'nt,t FrtFrrTY (f (lt ofxnl 'l{' a'nrfr'rln{ to,1 Pr'tf}- rrrr rr !t^r!qr!r. (rrrjtnn6 on rI1r4tt trrtr ot n orri!r€ C..l UNjrii'i*rin D ntO.a d,A WltLtl rl"tS/& l lftr: ttl t ErOtt! (t ltttT ltlrr€ d c(|r\r o artrvr orlli frat{r, tlxlt ^ l drttD f(, ll llillxl ^ Er.- , ". [iiiii*]r" .. -r-r- f.6 th. Ctt I t||l a/to Chcne]Northcrn,Inc.e-{ria t,+i-. -i 9.JiUr' REPORT OF REINFORCING STEEL OBSERVATION TO:'I'OIVN OF VAIL Attn : Itlr. Stan Bcrrytnan 75 South frontage RoadVail, CO 8L657 PR(iJfcf Adcli.tiori to Vall Trlns rtnt ion Ccntcr , JoB NO. 4 398 90. DAILY REPORT NO. ilwolcE No. Viri l, Colo:'ado DATE: 10-11-90 94 sHerrL?or L2 STRUCTURE Stair No. 4, Slab on Grade, Steps, l€vel 3 #4 e 10" OC, Each rmy, Mid Depth of Slab Dowels @ 16" OC From D<isting Wa1l 2 #5 Top of Wall, Longitudinal 1 #4 Bottom of Wall , Iongitudinal 1 #4 t'Iid Depth of Wall, Longitudinal l" ttrreaded 85'-96' 96'-100' Gridlines 11 to 12.2 @ cridline Wall East of StairNo. 4' Grid lines C and I2.2 to 13 sPEonc rnrr sIE G&|oe 60 El pt'rns useo RoNFoRqNc c1-E NLDtEstr C1ean C s oe DR^wrl|Gs usg) cLE RlNcE AxD co/Eft As specified D cotnn tcron- pnsro spuqNc: sp€cgtc rp&r As spccif ied tr FULL-IIME otlsEm/ATloH o R sil.,pf,,o*Ts: Tt?E El prrr-lue oGE ATIoN nNErt |NP('ACE @ltLPAllCE Ho*rr H$r,ffi Hr'ffiiK *.-ffi,,'w E'l lNrruLLY wHe{D(AlINo fiE-OGl|ltl@ x S. Urton S. Par'Ilak RELD OBSERIER APPROVED TT Michac I llarber Architccture , COPILS Attn: Mr. Scott lrlard; Gar-y lrftrltrtirt PCL Constl'uction Scrviccs, nttn; tr'h'. l)cnny Atnour'; Anclcrson li Ilasti.ngs i lrlr. T,cs ltJoorl :tlliS (lort stt I tilnts. nt at ,. rrmu( tx'tfcfta{ ro Ctrrara nl n'l-E t}.) dFrlvtl AL RrFoaTt lrf lrt rIfD lt lrf (farTlxlut tx'lxft cf (Ir clfl{Tt l{} A'nrnorlxll trt Pllt rl- ryrr (r rrrrrur.tr (rr€utrr6 (n rrrti.c6 lri:tI ot itq rn.ro crl tu x*rt- s rrnD r'tl{urrJ qJt httlltx a+- w'l- !AL'LrJ nl r lE'c!r! tr rtrA ltlll€ 6 cortflt!, urll/r ollan trG^ltt]rxlt,Jt1 ,atlllD to tl ttlll(I ^ ta'* .1 *.fillfil r',,r , o..ird{.. f.^ rL.. e.tt l1't afln Clten€Northerrr.Inc.I N0\ 21\sqs |.n A wTtlrt Fiorcrx nt cr rxtr nt nnE Ar{o o(lt:ltlw-l. rtL.,!!t!1{I ,,rt iiri'tr- sr-mrxti crrttrrxtc (F trlrA;nt lfirrr on n rrrltf€ oljfl fitFo(rs c(lnrn-o t'ltsS olllt ||rAr.€ {rlls rrtf, l&tll lo ol rnlll€' ^ .ri.- ., s.{ rtrii-lr.. .. 66"'i.. r'tn ro. sarqA a/lt Con|ulur|g [rgl.r... ord i.rr{H. REPORT OF CONSTRUCTION ACTIVITIES TO: T'WN OF VArL JOB NO. 4 S9B 9.0 DATE 10-12-90 Attn: It{r. Stan Bcrryman DALY REPORT NO. 95 SHEEr I OF 675 South Frontage Road Vai I CO 816s7 lNVolcE NO. pRqrECf Addition to Vail 'l'ran sportat ion Ccntcr, Vail, Colorado WEATHER CONDTNONS A}IO TEMPERATURE Cfear, 4O-6OoF littx)n EOUIPUEITf: ACIMTIES: Placing mix A octerior slab-on-g:rade, south si.de of Frontage Road; Mix B in interior decking; and structural Mix A in the stair structures. Placing reinforcing steel. Observed the Mix B and Mix C concrete pours and observed and tested the Mix A concreLe pour; inspected the reinforcing steel placed today in stairs No. 10 and No. l-1. VERBAL COMMUNICAT]ON WIIH CONTRACTOR, ENGINEER. ARCHTTECT, OV/NER We inforned the omer's representative of our findings. S. Urton S' Pawlak NE-D OBSd/ER APPRO'iEO gY Irlichae I Barbcr Arcltitccturc ,COPIES Attn: l"lr. Scott trlar{; [a1y lrlu 111:a |n PCL Construction Scrvices ' Attn: Mr. Dcrlny Armour: Andcrson fi llastings:, lllls Consulttnts, Attn : Nlr" Les Wo€d ; rr-,c,|rnm as nr corrr't)lru treTrtt 0r (l'r orxx! f|q 4Ml|4!ql t(t mi-tr^- r^frlr,il-xilirri-ix'n-inrirror xrtita' srtrl-B hu r ocrwo or ^rnt rErto 6 ehen€Northem.lnc.C..r.rtfif Eft|.rr dla Sdrrr{. REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS ffir Rf,E x., o.-r-iirv,* A! trrxrr' ^r,f ri.ntD ar na oo.'rf,,Ir L Fncriw f cr' dfr'l"r'{o ^tntttdrm tG Pt'lucr- mx t- lirrrrxE Grolrlrr qr txrfr{ctt ri.rl G ito.rrrt cr.a mxi}'d-irr=rrir' rriioar-u,a rnrrrx rrironr- s,rrt't!5 ru E ograrD cr l'rrl rclt]€ 6 corntlrD ttlttr slllt ,'.rflff,.rr ,,r l! rr! TD ra llrrl€. ^ .ri.n.,- r *frrril-l,r'...."rr- 7.rrr 1..' CII taa ./tO TOI Tgly1t OI; Vn I L Attn: Mr. Stan Bcrrynan 75 South Frontaqe Road Vail CO 81657 PRO.IECT Atkliti orr to Vni I 'l'rarr strott:r ti orr JOB NO. 4 399 90. DALY REPORT NO. D,t\olcE No. 'Vai I , Colorado. DAIE 10-12-90 95 SHEET2 OF Ccrr tcr' , Westernrylq r,robile SPEFEATDB! 3t UltP Iu t.D. Mix A, #2 0-5 in AfR coi{rE{T 4-VA ArsEltT lutP€n ruRE RAI€E 40 - 60 TEST Mt IRUC|(t(L IICXET M'. lllrE EAICH€D TDr€ ARf,'l/ED llL€ SAIPI..ED RE\rouJltttl @UNIEN EUIN RE\rcU.'IPN @U}ITER couPtEIK)t{ 3lrtrc Y ffiLilD/ Ct'UUT Irl/E HA1ER ^DOOo r.i-or|s 1 2 3 4 5 6 54 100 44 119 LLI 114 117 or2779 012780 oL2782 oL2786 oL2795 OL27BB oL2790 7 241 Al' B:37 v:f,r 'r 1 ,./'1tr 12:OB PIr ]-2;24 1:19 B:00 B:48 ln,nn 12:00 12z2O 12:35 1:30 AI n As req As req As req As req As req As req As req As req As req As req As req As req As reg As req 4 3.5 8.5 16. 5 B l-6 0 a. 4 5 0 5 o IESrtrl sunP(nr)An cxtfrElfT(f) WET UNII f,Eoltf (Pcf) YIIID @lrcRElEIDI"E- R nx€ cF) RAIAft(s 1&2 4&5 6&7 Mix B, 3500 psi. No cylinders required. Mix C, vith Fibers, No cylinders requird. Mix A, 3000 psi .# PROCRESS REPOM .nplFs Michac 1 llar:bcr Archi tccturc ; Andcrson G Ilastings; Gary lr'lurrain PCL Construction Scrviccs; UltS Consultants; S. Urton S. Pav1ak FIE..D OBSEfilER APPROYED Bf To: Tglyt{ otr vAI r,Attn: Mr. Stan licrryrnan 75 South Frontage RoadVail CO 81657 JOB NO.398 90 DATE 10-12-90 95 sHEr 3 oF6DALY REPORT NO. il..{v0lcE NO. PROTECT Atltli ti on -- Western SIrPPUER r'^r^.: 1 ^ tn Vai I 'l'ran sl)oTtati.on SPETEATPiIS: SLUIP 0-5 in yu r.D. Mix A 1 #2 Ccntcr'. Vail, Colorado. /rn @HIEIT 4-8/" ,TAE{T IETPERA1URE IE|I M). Tllrrc(],II TIOGT M). lIUE E TCHgr IUE ARflN/ED Iu€ s ltPt g) 8A,OU,IX||{ @IJNIEREW{ RE\OUfirOll @UI{IER oouPtEnot{ ;UgC YAG r-oAD/ c{trlul^rniE IYATB ADO@q ursas 8 54 oL279r 1 :43 Plv 1:50 Fl 2:00 As req.As req 24 T€57lI}.su[? (Dr) WEI UNTT wuoHl (Pcr) YITID coilcnElE TOTPE- RAIT.'RE cr) ffr|^ru(s 8 3-3/4 5.0 L43.9 bU _--.--- One set of cyLinders tal-.en this 1oad. ..--- PROGRESS REPORT ^.rDrFe Michacl Barbcr Archi tectur"c; Andcrson 0 llastings; Gary luturraitr PCL Construction Serviccs; URS Consultants; S. Urton S. Pawlak FIE1D OBSETII/ER APPROVED BT Chcn€Northern.lnc Cdnit na frnfr.-. d|. S.l-t!. REPORT OF CONCRETE PLACEMENT OBSERVATIONS AS A L,|lr^t ?DtrElDl lo GtrxB, n( trr.E rrt o.rlrtl'ft' at r'Fctrrt ^tr( iF fill' ar '|[ cot'rto'n t Pnd.trltY (f d'f ctf,xE' lro a'Do'rl llx fln Rffl- r'r. r, sr rrrrmi rr.ql--r .'r rxrr.cr, r".,, (! ilour,rl oq ntnofi'd^rrririn'-ltiiiri qn -rrnlo'r 'reirnrn- S ll(Ijt rrl E F'{lt(D f /rllll lE ro 6 @ai.I:ut ltlttr sfit ,r;,rrraxE *a ,g''It to tl llll|q. A 'ir.- d n.FTH.lr" I etTu t rr ra., C{l lt|. 4,/aO , Chen€Nortlrcrn.Inc orn/|ha lr{l|-. rll t r-tr'b REPORT OF REINFORCING STEEL OBSERVATION lt A ||rnr,|" tintctDa t! ct rx . rHE ttlr ,r.) u'|:rtrtl al n''o'nr /l,( $[rTttD N D|i oolSD:xnrr FI"ITTT dr 'r'? UINIL "O A',nlx7^fi ]li Ptnr^- rrrr o. ratr,.r.rt ooxllrro.r, ci rnr crr rir r onr ror..r€ q,r mxriil*n-irinip'-ltiirin-ixrr rrnor'rrrim! grul;ll E Dscttt tr lrllr lElnE B oq,\rnD urlrt ('lrl,i ln glrtl! l|( l!.IIl) lo t{ t'lBll3' ^ .t-i- a *Fiil-)r" .. ...rrdr.. fri,|!, c{|l ll a/to TO: TOII|N OF VAILAttn: Mr. Stan Bcrryman 75 South Frontage RoadVail, @ 81657 PRUJEC'I Addition to Vail Trarrsr)ortation JoB NO. 4 398 90 DATE: 10-12-90 DA,ILY REPORT NO. 95 SHEET 4 OF tlwotcE No. Vail, CgloradoCentcr, STRUCTURE Stair No. L0 tm^ro trSr DoN REDIFORONG coarE{rs \/anc t }IORUONIAL Step Slab0' to 25' Soutir of Line A 0' Lo 25' West ot Llne A 84.06' 96. 39' #4 @ 18' #4 e 18' #5 @ 12' nrr oc Each lray, Top of Slab Iongitudinal Bottom of Slab Transverse Bottom of Slab sPEcmc nore stEIL cf,AtE 60 El Ptrrts ll€@ REprm61Nc ctE Hr.D{€srL Clean 0 gor DR Ultlcs us@ ct: RArcE lr{D @vEft As specified g coflrnrcloR AsvtsED spu(rNo: spEcgrcATxn& As specif ied trl Futr-lluc 06tI AIloN qAR s.pForrs: TrpE El prrr-lue oGERv tloN Ftl{FH llflJCE OOtt'H NCE u€T PROECT UET PRG'ECI 6ArEHEcHr ffi5ffi, ^ro.rJmE{o RE_Dcqrff{o o(^ut{€D RE-&AI||XtD x PROGRESS REPORT Michael Barber Architecture, COPIES Attn: Mr. Scott Ward; Gary lvlulrain PCL Construction Serviccs, Attn: l"lr. Dcnny Annour; Anderson S llastings; tlRS Consultants. nttn: Nlr. Lcs . Chen€Nortlrcrn.lnc e-dhf !rtt|r!-t r'l i.l.r{Ji. REPORT OF REINFORCING STEEL OBSERVATION ar a xrrur( tFrcrDa r! clll|Tl lll: mt rr|) drrtw!, ar it,dTr t|c titr|tr.D ^r r}f coralf,xnt lfl'l|rY d. d,l ctl>lxl r,.' a'ns@ lD' roi PU{ EA- ,. .,. ,',^r,.r,,a (ru'r't <rt rntucxt rrrtr trr rroqrn crl noxili'a-iiinil loiiin-rgr-wnor 'eiir,nr- :rrto ltt f Dltcl r f rrln lt:tnx| 6 cf,r.'tfrtD ur.t.5 onrlt , Nrrq)ajalt lr!1 Ar[Mo R wrrcr. ^ h-r.- , v'@ r-. ., ...TG... fr'n r&. fil{ltir a/to To: JoB No. 4 39-B 90 oATE: 10-12-90 TOWN OF VAIL Attn: Mr. Stan Berryman oAtLy REpORf NO. 95 SHEET 5 ClF6 75 South l'rontage RoadVai1, m 81657 l''MolcE No' PRdECT Acldition to Vail 'l'ransl)ort:r t i on Ccrrtcr, Vail, Cglorado STRUCIURE Stair No. 10 Lm noH E5/AltO|l RAIFOIICD|C col|uo|ns \iErnc,r|-lJofizo$ra 44' West of Line One, 50' South of Line A, Steps I€ve1 2 West Side Wall Level 3, 25' to B' South of Line A, 0' bo 20' West of Line One 72.O' 83.61'+4 @ r2,' OC #4 @ 12" OC Each vay, Bottcm of SIab 2 Top and 2 Bottom spEcurc noils stEL cR r: 60 El n ns usep FENrficD{c cu ltDesk Clean O sroe Df ultlcs usED qr R NcE AHD cor/En As specif ied E cormrgpn runnsep sPlJctNo: sPEcFEATnts: As specifieO O FULL-lluE oosw/rilloN a R s.pFoRTs: TypE El prrr-nur oG$\t^lloll nxFfl trmlcE ooltfl llcE Hoc'r Hr'ffi ffir&St ^r-ffi''-sl€{ tNrrutlY rtllE{ouxlt{@ RE-DquHE) x PROGRESS REPORT Michael Barber Architccture, COPIES Attn : I{r . Scot t War<l ; Gary lr,lurra i n PCL Construction Scrviccs, Attrl: l'lr. Dettny Annour ; Anderson G I last i.ngs ; URS Consultants . Attn: ltlr s TI . Clren€Northern.lnc REPORT OF REINFORCING STEEL OBSERVATION t' A |rmtr( ?m,ttcrDr no atrxB rrr |rtE Xf, dFtw:l At nt'(,rfr xu ![.TrrD At ff oo{ruxn,( F(+'6rY 6 At cttt{tl\ ,,|o AmFo rlr{ r('l FJE-f, - ffr.. c/ sl,,ra,{rl c.'cu*. or ,,1r crr ri(1r (r ifq rt*r crrr nrafr-r:*6fiio'}rirso-crr rrlnor *trni rbu: nl It o.'fqr'D or .''Ir lEll,o B er,o{ l-,rdrr ri s.r b'r TO: TOI"N OF VAIL Attn: Mr. Stan Berrynan 75 {iouth Frontage RoadVail, m 81657 PRUJECT Addition to Vail TrarrsDortation Centcr, JO9 NO. 4 398 90 OAILY REPORT NO. il.voEE No. Vail, Colorado DATE: 10-L2-90 95 sHEEr 6 OF SIRUCTURE Stair No. 11 L&Atlo fIEr/ fi)|l RE{FORq'{C @uno{Ts VEKNCAL I.IOBZONIA Wa11 36' to 64' South of Line A Line 11 to I1.5 Wa11 36' South of Line A, Line a3.2 Lo L4.2 63'-72'#4's @ 18" 0c SLirups @ oe @ 12" OC +4 lB" #4 #4's @ 16" OC #4's @ 12" OC +4 @ 16" OC 2 #5 Top of Wa11 2#5 Each face of Wa1l Each face of wall 2 Top of Beam, 2 Mid DePth 2 Botton of Beam Band around Iongitudinal Eadt Face One each face South Face spEE|rE nor$ $Er cRADe 60 El nefis ustD Ranrr(ncuc cu^lll'.NEss: Clean E snoe DR^$IG usED ctE R NC€ ^}{D CO/EE AS SpeCif ieo E coillRAcloR ADi/EED s6rcu6: spEcrt rgrs: As specified D rt t.t.-llrE oosEnv rloN qAR slf,posrs: Tf"E El prrr-nue o6Exty noil FNEfl t!fircf OOutfi }rcf HocHr H,ffi #fl,ffib$l *r-ffi,,-*r5t NnuuY mfio(anrp RE-O(Atl|t{o x_ PROCRESS REPORT Michael Barb.er Architecture, COPIES Attn: Mr. Scott Ward; Gary lvlurrairt PCL Construction Services, Attn: Mr. Dctrny Arnour; Anderson 6 llastings; tlRS Consultants . Attlr: l'lr. l,cs lVoldi- S. Urton S. Pawlak REL.D OBSERilER APPROYED S/ cgr'trrD t'|lL otll'l lmfflllJ{lt lJlf Arllr! lo H ttrlr|r ^ tr,,* .t t"fffTln t r 6rrat. trG r*r. ct.rl ll a/to tP" *To: TowN oF VAIL JoB No. 4 3s8 9.0 DATE: 10-13-90 Attn: lr{r. Stan Berryman Di\tLy REPORT NO. 96 56Egt I 0F 375 South Frontage RoadVail CO 81657 rtwolcE NO. PRC\JECT Addition to Vai.l Transportation Ccnter, Vail, Colorado WEAIHER CONDMONS AND TEMPERATURE C1eAT, 40 - 60 CONTRACTOR'S CONSTRUC'IION ACIMNES PERSO}.IN& MAIOR EOUIPMENT: AGIMTIES: Concrete placertent, e]Oerior slab-on-grade and slab-on- grade, Stair No. 10. CHE}I_NO(IHERi{'S STTE ACIIVITIES Test ing and obsenration of concrete plac€d for the slab-on-grade in Stair No. 10 and exterior paving on the south side of the FronLage Raod. VERBAL COMMUNICATION W.rIH CONTRACTOR. ENGINEER, ARCHTTECT, OIYNER We infornl=d the owner's represenLatirre of our findingS. lrlichae I Bartrer Archi tccturc ,COPIES Attn : Mr, Scott Wartl;6a1y Mur:rain PCL Construction Services, Attn: Mr. Denny Woocl Cltgn€Northern.lnc. -.4 C.or{r|l|g t gl,fr. otxJ S.rr.'U.{. REPORT OF CONSTRUCTION ACTIVITIES Nl? |s ^ trmxr nunErrx P qltla- qf, titrE rrft flntflvrt 4r '!!t!!!: r'tr r{r'r|TD ^3 nir mrtr'l{uLJF9llu/-or.Hffift frffi'ffitstsf;;frri'r srr-niirns,- o cur:E'<t <n rrliads lix|| on m.I,r|rt€ oul nf,Po.rB !i if,sur'/tl, trtoo€ otn rfitlDl cantim urrss o[tut rf,wglrtrlts rr€ ra.fr-o Io lll lnlt€- ^.rr-'.- .r -[@* .{ .rntr{.. fqri L.. Clal(ll^ '|./tO TO: ';91'1n OI; VAI L Attn: Mr. Stan llcrrynan 75 South Frontaqe Road Vail CO 8J.657 JoB NO.4 jg8 90 DATE 10-13-90 DAILY REPORT NO. 96 SHEET 2 OF Itl\,OlCE NO. PROTECT Ad(l j ti on to Vfli. 1 'l ranslrottati on Ccrr tcr', V;r.i 1 , Colotado. Wbstern sPEFEArplt$ lruue 0-5 in AR cofflE{r 4-8f4 srffi---n^x; r^ Lu LD, Mix C, with fibers lrntrlT TgupF.RrtuRE nr!€€ 40 - 60 r6t Ht rnrrd( Mt TP€THt nu€ BArCflg) TIUE ARftVE) Tlll€ s'rl|PLCD REr/OU'lUl @ONIEB EECIN RE\iOlJrnON @{,NIER @uPr.gIIor{ A'HC YAGt-(],o/ CUUUIAIIVE WATER ADO@ o^|Iot.s J 4 5 6 aL1 104 t-19 108 44 54 46 012801 oLZBO4 012805 or2go7 012809 012811 0128r3 10:11 Al 11:08 II:I5 LIz27 11:41 12:04 Pl ]-2226 1O:20 Al 11 :18 11 :30 11:35 11:55 12:1-3 H 1:38 As reg As req As req As reg As req As req As Jeq As req As req As req As req As reg As req As req 6 B 16 24 5Z 40 4B r_0 L2 12 lESr ML su[? (Dr) AIR OOfiEIr(r) f,ET UNTT fiICHT (Fcf) lla.o COIWTE IEIPE_ RAIUNf, cr) Rflr ft(s !,2,3 4 4 7.O 140.3 65 Mix A, No Cylinders Reguired. One seL of Cylinders taken this load. PROGRESS REFORT .'n'tFq Michaol llarber Archi tecturc I Andcrson S Itastings; Gary Murrain PCL Construction Services; URS Consultants; S. Urton S. Pavlak NE,D OBSEIWER APPffWED ET CheneNorthern.luc.C!:{ttl t,tChi! d'a S.rrtu.{. REPORT OF CONCRETE PI.A,CEMENT OBSERVATIONS ffi r n.r r.' q..*!.wt, * ryE LrT"'5IIpr^l,xI,ffiii.IWJSAETl #"##o-#'FffirEr t tr^rnoatt, @rlll;t.' ot fluclt fra.l oti Eo |frrF q.l if,F! cor IllD ux,ltl olllt liDallaxrt ,rtt ,tarD m x r[Ilr. ^ ft.n - ., r'.(Jjiii-l:.r d ..tr-'- f6r 15 aLll{ t./|O ChenONorthern.lnc,Cddtli ft{ft -. qi S.r-ltL REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS |! rrtrur, tFtttIt Io ttrxtt I'l 'tnr |ln dtllvii al rl:xrt.|:l ^rE t(-rflTD ar nf, oqtllt'Tr, rr'firrY d. o|n o Exri ^'!' atnrrttltlt' 7DR tttrll^- rn .,. ,,^rrrrrart 6..cuirr cr rxri.crt ridr dr E. ['p cl mnifr'c-iiiirio' lriiir u.n -wlirx rn'nrn- sruaut rrl. tc DtFcrD tr 'tllr rul]xl 13 oc/runD uall ollrl ,fi,rlrl'|n lL lcID lo x rEll€' a ir.r.- , r..Gnt-llrr ,.rrl-l t6 lh Oall{ a./to TO: 'p91U{ Ot: VAI t Attn: Mr. Stan llcrrynarr 75 Souttr Frontaqe Road Vail CO 81657 PRqrECf Additi orr to Vail 'l'T nsr)o'r'tlt ion JOB NO. 4 398 90 DAILY REPORT NO. tl{\,t)lcE No. Cerrtcr', V;ri1, Colorado. DATE Lo-l3-90 96 5sggf 3 oF hlestern SPETEAIP0|3: SLlrlp 0-5 in. An co rENr 4-8f6 tr4otri l€r lllx l.D.Mix c ATSO{T TANPEMIURE RA}IC€40 60 TETl{t rnrEr ML TrcXET M'.ItU€ 8AlCHf' ITE Annrys, nu€ s !Ptg) RElmu,IxN @{J IBtr(p{ RE\OtUIF'.I O(xr''ITER couPt EIloN CI,IBC YAGLo,o/ CUMUTAIIi/E IYAIER ADO@ 0ArlJ01|s I 9 TL7 L14 0128r.6 oL2820 1:01 Pl Lz54 1:10 F 2:OO tI As req, As req. As req. As req. 56 62 TESTUI sutr?(n)TET UNT WEOHT (Fcf) TE'I)CO}|CRETE IETP€- RAIT,IE cr) RfiAro{s PROGRESS REFORT r:oplF\ Michac1 Barber Archi tecturc ; furdcrson & Ilastingsi Gary Murraitr PCL Constnrction Scrvices; URS Consultatrts; Clrcn€Northem. hrc. rs A qrnrt ri('l|fcmx m clnrt3' n[ nrqE ^]at (tuttlvT:l' lll m'Yttrl |'|t rrrr rr rrrrrrs cfrct tlintt (n frnrr;n tlr)|I o{ FFo^,{tl(l qJlt Rt,lt|llrJ cf,a'rf,tlD ulrst flrItr raFltarxnl t|f Lau, lo lH ff,tlrro ^ 'rrir- .. *[rf Xlr-t o. cta+crr f'r!r rb. CIf l(,'^ a/to Conrduft{ t qllrF.. ond .:cj-r{r.t REPORT OF CONSTRUCTION ACTIVITIES lirrrtntD as nr corfnaltTul. PnoatIlTY (r o(f clIXTSi 4,9 l!!!a4lg! FOll rLfll E^- n'ilJi#l^i'ciidtr6"iu--*rir-ni iriiwn- slr.pt-cl rtrl. tr Dsr'o3tl or xllr Tcrrra 6 To: T'WN oF VAIL JoB No' 4 398 90 DATE: 10-15-90 Attn: Itlr. Stan Berryrnan DALy REpORT NO. 9'l SHEE; 1 OF 675 South Frontagc l{oadVail CO 81657 [.rvolcE NO. PROJEC:r Addition to Vail Tlansportation Cctrtcr, .Vai1, Colorado }VEATHER CONDMONS AND TEMPEMTURE ACTMTIES: AsphalLie concrete paving. Placqnent of concrete for entrln'tay apron and placinq reinforcing steel. CI.IE}.I_NORfi ERII'S SIIE AGTMTIES Compaction testing of the basecou.rse placed for the pavernent on the souLh side of the Frontage Road; observed proof rolling of this area and Lested the density of the first lift of asphalt placed in this areai and observed and fested the concrete placed in the entry way apron at SLaLion 18+00. VERBAL COMMUNICATION WTTH CONTMCTOR, ENGINEER, ARCHIIECT. OWNER ue inf,onrecl the or,rner' s representative of our f indiigs . S..Urton S. Pavlak Rg.O OBSERVER APPRO/ED TT cop,Es xt;lli" "li'B::.t'ft'Jl::tLY.i"i,,,..," PCL Construction Services, Attn: Mr. Denny Arnour; Andersolr & lla-s.tingsl ..tlRS Consultilnts . Attn: MT" l,es woo(l : ' ,Chen0Northern.lnc REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS Ar A l|,nu( rmnErE D,tr'xrr.,nr ^fr x.' o.Ft?rwjr "t EryHr;offiPo^l{Hffilsi"ffirr$iEffi fffi#rF Sft-tii-a nerrirrr carcllr!.nr oi rxttr^crt 7r(x ot to |ft€ qt RtF(coarrn ul{II qDrt anr,rlrxlt ,r( rorrD lD l{ l|r|rf,l a 'rrn - d rlitttfl r'.t .. -vrrr. tri h. c|al laa 4/- C..It ihf tntt -r ata 5.r-{.4. TO:'IOIVN 0F VAIL Attn : Mr. Stan llcrryman 75 South Frontage Road JOB NO.4 398 90 OAILY REPORT NO. ll0olcE No. Vail, Co lorado . DATE 10-15-90 97 59612 0F Vail Co 81,657 PR(ITECT A<lditi on to Vail 'l'ranstrottat i.on Ccrt tcr , WesternslrPPUn MobiLe sPEfTAtp & g,rruf 0-5" Altt @t{IEtr 4-8/. LD( r.o- Mix C, Wittt fibers (#40) adg{r TETPER TURE RAI.GE 35 - 65 TET}(L lnr,cruf no(Er fKt. NT€ a/[IcH@ 'n|I€ ARRl/g) 'NlrlE s lrPtE RELOU,II,ft @{JNIER EOO{ RE\rcUrIba'l@t t|TEn @UPI.ETK'N cugc YAR6 t-gr'D/ CIJUUI III/E WAIER ADO@ o u-oxs .L 2 3 4 5 6 54 119 tr7 49 54 49 114 or2824 0L2825 oL2828 ot2g29 012830 012831 0r.2835 7:50 B:10 B:31 9:58 10: 32 12:22 L2:59 AI F[ 8:00 Bz2I Bt42 10:10 10:35 12:35 I :15 A] H 9:30 As req As req As req As req As reg As req As reg As reg As req As req AS reg As req As rec1 As reg B r6 24 5Z 35 4T 47 TESTMI SUrr? 0lr) llRo${rtM(D WET UNTT WECHT (Pcf) YlAD cot'tcRflE IE|PE- MTrIlE cr] RDTffU$ 3 4t4 7.4 139. 5 66 One set of cylinders cast. PROGRESS REfORT .-'optF\ Michac I llarbcr- Architccture; Andcrson fi llastings ! Gary Murraitr PCL Constructioll Scrviccs; URS Consultants; Chen€Northern,Inc L-rlhl arEt|.-r rtl &r..ru'r' REPORT OF REINFORCING STEEL OBSERVATION rt A qrnllL |'gttclt t tO ttlxtl Tf |trr! ||a] ortlftwl At fl} Tt r|{ SrlrTm, |' nr OOII)fxfr,( riartTt of qr d-:tfit' AO xT r$llArDr lc'l Pt'E'cA- non o. sr1r1;axtt @ar3qq; 11t rxliarclt rFou (n q'o^i.rl cu nr(,ln-n -nirn,ll-loo|B a-r nnl}l .rf"s/rr- 3|lri,Dl rtl E ott(Ir'g t ftrl;tt ltlrlp B cr|nrtlD ul.Lt' olltlt ,xlr€urx|! lrt tqlllo lo tTnxr. ^ 'i.r- ., -l@*., o.'ner. lf rh cral lt a/lo TO:.IOITN OF VAIL Attn: Mr. Stan Berrynan 75 South Frontage Boad Vail, O 81657 PRtitlEGf Addition to Vail Transportation JOB NO. 4 398 90 DAILY REPOKT NO. u.{volcE No. Vail, Colorado DATE: 10-15-90 97 sHEEr 3or 6 Ccnter, SIRUCTURE Watt Cap, l,evel 3 to 4, Stair No. 1 O (East Side) lm^rxn E.EVAIION RElrFORgr{C courofiS \€rncrl t{!ftzoilra Frfii 35' South of A and 20' West of One to I' South of A on Line One 86. 06 ' 92.8'#4 @ 18" OC 4 #5's Conl. Dorvels from WaLl Dowels frcrn Sl-ab Top of Wa1l, 2 Each Face spEctnc1rxil* srErl cx;De 60 El nera useo REflF(ncNc cr.EArtr'trcsr& Clean El snoe DRArurcs us€D qrAnrttcE lrtD oo/ER As specified E @rfiugroi AttlsED sPuculo! sPEcnc rxlr& As specif ieo tr Fr'lt-nuE oEERvA'noN B n srf,ponnt: TypE El mrr-nuE qFf,ilAnoN m{EH ITPL CE OoULPUNGErrrcHr ffi'ffi ffimffi ^..-ffi,,-E(^|IO€D RE-E(AIIHED - .x 10-16-90 PROCRLSS REPORT Michael Barber Architccture, COPIES Attn: Mr. Scott $lar.d; Gary lrlul'r.ain PCL Construction Scrvi ccs , At tn ; [i'lr . Dcnny Arnour; Anderson f1 llastings; URS Consultants. Atttt: Mr. Lcs $lootl: S. Urton S. Pavrl-ak RE.O OBSERVER APPROVED BY TO: I.''N OF \ArL JOB No. 4 398 90 DATE 10-15-90 Attn: Mr. Stan Berryran DALy REpORT NO. 97 SHEE1 4 OF 6 75 South Frontaqe RoadVail C0 81657 lt{\PlcE NO. SPECIRCATION COMPACNON & TIATERIAL lt!iluJlt AveuieE o(xE rN-pt cE rEtstry oF 95 P€Rc${r s lHE l,!\nu.u DoEITY EltslRrttu{ OC{IRtcIIn PCL rEsf loc trc|6 WERE sAfcIED AT R Nrt| lN lCmuCE urm ISIII D Joos. TYPE A,tD NUIER (r O(r|P CnOl UNrS 2 SmoOth, 1 Rubber tirexrotgs r urr 2r" IEPGRAN'RE VARAInI I'T''UER OF PASSES vATiES Lrmrfinr OE}.SITY(Pcf) lft/EEXll^nslu|. 95 97 96 97 97 9B 9t L42.3 I44.8 143.8 r45.4 145. 1 146.3 r44.4 r49.4 L49.4 r49.4 r49.4 L49.4 r49.4 r49.4 First First First f ].rsc First First First sTA 11+00 STA 12+00 STA 13+00 srA 14+00 sTA 15+00 sTA 16+00 sTA 17+00 1 2 5 A 5 6 .'7 fl Rll. nrE o6ar/Anoil El pArr TrlE oFEr ^Tu{nit irP(lr FitrSrrrt o?lF6 tBrrfl) ,\t A F€:u-l f (xtl o6f'v ID' {f P^\tlt-HT OolrDn'ErE.t |\E ltAE-qlFrt 'xl I}E ColflRrcltr rO COflit{W APtalf€ t}|f Rfr!.rrrD crrr..;rrrr rrnnr rxxtlp rf nuf.; nr} o(n o€Jr\,r'r s ror' ijoJ;riro-ieJiirir;i.- nsTJ 4r'-!t{f t lllf P^wr'tjtlt orLY As mJt\f'o ll]EA/rr loCl,ru[ot,ioEr'!tr5Ju{x'!nl.l.|ly.l^|^|Jtfl|0Tll[srtfqq1rriTiiili.s*ri.i-iiirTrrliitP^vo{'r'yLrEs,rI[TjtIF6.t|tEtrrao{,€TrIs.,st E (st!fl.r1, in ttvf, u{r.si co.tRtr ltl 10 co"r t tr{rlr:t ^t nd'iid iifrxiE iii;;idtu'irc 'b lurrunl Ar ^ lru*^l 6 sfvrx Loc^rrr.s' ITE M.'Ct.Tfl DOSI|EIER tN fooulDrrcE f,IlH Aslll MrctIRGlrUXE PREUMIMFT OSERT/ATIONS AND,/OR 16T UEnU) OF IEIlllC tN /tCCOrO ll'5 fmH ASIII Dzgr() Wml OOflE COfdE-/{p$tS PERFORT@ DZTm Mictrael Barber Architecture, COPIES Attn: l4r. Scott Ward; Garv l,4urrian; PCf-, @nstruction Services, Attn:- Ivlr. Derny Anncur; Anderson & tlastings; U.R.S.Consultants, Attn: l'lr. I'es Wood; Chen€Northern.ittc. S. Urton FIE.D OSERVER Cmfi|' t nh..r -i SC-iIr S. Paarlak APPROVED BT REPORT OF ASPHALT PAVEMENT TESTING Marshall \a1ue vas assurned from a nearby project - to be similar to a recent samplePROGRESS REPORT utaltrtD illltt onit litar|.urxl! ,rr leiltlt Il, x ttlfrll\ ^ ,r'.t- .. r}.fiffftlt ,t o, oqcJrr t..i fao, Oaltttr r^O ar a lrrnt|t ?fitrrcrua ro qrxrt nG PllE lxo dr:rlvr1 Ar |rfFor'r-|,t( lurtmD A3 nf csGDft{rl! tlEt'tirY cr u'i Cr rxrl lr{! A,noltt^fi'l tl]i llJlt-EA- ,rri .rf sl^rrexnt. c'€t rrrr.t <. rrrw.;F ti(ra oa il o'nr.e on x.xi d-ifrxrio'"rtibfirl-wtlut rr'"i(xrl $ltul iu E o(FG! c "rll TETI€ o .Chen€Nonhern.hrc.Co|r utr' Ct*t .. -i s.L.lb REPORT OF FTELD NUCLEAR DENSITY TESTING a3 A t|Jtt a pFottclDt rp crfxTt nf Frrtt ^|Q ltl:lwa ^ll rtllll r,^!: srtr|tt N nr: co"rlo{tut t'iG-fRTY Or qI dJfxE llro !JnonIAlD'l nr ?i't E - rD{(rsf^tyrr,r!.ofquirr|tmrbercrri|rr|fnRtq,!r(|o.,"rnro,6'fa'iG.ifo'itiiiao*-trrnnr'''iroiLslfLEwllfDs,rolfD6TrrrrrJf€!to(rrurrD r'u'| onli ,,rirlflttxtt ,ra |€dll, lo |rt r tnrp. ^ .|wrt- .. t'.[ffff-f ]"* , E rd.- trni ra., CUflot 4/lO To: TohrN oF vAI L Attn: Mr, Statr Bcrrynan 75 South frontage l{oadVail C0 . 8l-657 PROTECI Addition to Vai 1 Transnorta t_i.on JOB NO. 4 398 90 DAILY REPORT NO. [.fvorcE No. Vail,lQglorado DATE: 10-I5-90 97 SHEET 5 OF Ccntcr , SPECIRCANOH COIIPACTION & MATERIAL MINTMUM REQUIRED |N_PIACE DENSTTY 95 X AS OETERMINED Ff: ASTM D 1557 CONSTRUCTION CONTMCTOR: PCT-, TEST LOCA1IONS WERE SELECTED EY: Chen-NorThern TYPE AND NUMBER OF EARIH MOVING UNrfS I Grader, Trucks fiICKNESS OF UFT B" TYPE A IO NUMBER OF COMPAgfIoN UNrfS I $nooth Drum Roller NUMBER OF PASSES Varies MEIHOD OF ADDTNG MOTSTURE tJaLer truck LOCATION DEPTH OII ELEVATION (FErr) IJ\DORATORY REU) PCRCO{T tr (Rfl,ATI\,E/ lA)fll.rn) o{rT tfD SOIL TY?E rt>l NO.MN(|MUMDff DENSNY (pcr) OPTIMUM MOISTURE CONIENT(t) DTY DENStry (Pcr) MOISTURE CONTENT(z) 4-" 43 43 43 43 STA 12+00, Soueh side STA 13+00, South side sTA 14-i00, South side sTA 15+00, South side sTA 16+00, South side Base grade Base grade Base grade Base grade Base grade 138.6 138 .6 r38.6 138. 6 138. 6 5.6 5.6 5.6 5.6 5.6 134.0 r31.4 139.0 r_36. 3 134.5 3.9 4.8 4.5 4.8 4.3 97 95 100 98 97 -3/4" Ass. basecourse -3/4" agg. basecourse -3/4" tgg. basecourse -3/4" lrgg. basecourse -3/4" Agg. basecourse O FTJII TIME OBSEfVATION E PA'{T TIME OBSERVAT1ON n13 676trf pift611:i Op1"p1{! IGrfD A:t l R15(ILT Of <l.rn gE: ivAlrf.lt (lf rtt r. Pl A:r},f-trf. rE rtl\,t RfJfD -61 nlF Cf iftF'/CTO( m Cd|Tm',f IrPtmXr nt Ftoo{i.trDED ca.r.r6rM urrFr ^r|o ir(rf,Iunt m ru. ur,nr,o n,r ,|,ts ,r"-u'tih' iriifrii a-wr qstnaro-rrrrns rE;ts 'rf, !r'ot or llF tlll 'r''Y ls xtI1tr ltrcrJsrir ro (rLErArr qJn o*Ur\rn5 ..ruuorlrt,.t, ta.sr *,^ ,#. Tfi ;'a'iali ;^i;-'ni 91't1g'c glr rntnttl lllt nl} lrt'Tl srforE^rxr.6' lHE Nt CLEAR DOtSOllEtEn UEnm oF lEsnNG WAs US{D rN su8sra{IuL ACCOfiD }lcrE wrH ASru 02992 Al'.lo DJolT PREUMIMFT OBSEFilATIONS AtlDloR TESr RESULTS VERBALLY REPORTED TO:Les Wood PROGRESS REPORT coprEs Tiil?"t"li'3$.t'ftl]"::l'"'".,. Anderson fr llastings; llr. Gary l\lurrran; PCL Construction, Attn: -.t'lr. -'Dcnlly nflnour; ililS iniii,itCints, -Attn: Mr' Lcs t,lood; TO: TOWN OF VAIL JOB NO.4 39.8 90 DA'IE 10-15-90 Attn : l'lr. Stan llcrrynanp.o. Box 100 'tcl'ryrnan DALY REPoKt No. 97 sHEgt 6 oF 6 Vail CO 81658-0100 U.ryOtCE NO. PRGJECT Additi.on to Vai.l 'l':ransport tion Ccrrter, Vai l, Co'lor:ado TEST NO-LOCATION DEPfi OR ELEVAT]ON (FEET) LAIX)RATOIff RELD PEITCO{T Of (HoJ{Trvt1 IIAJOntAt) O TAN€D SOIL TI?EMAXIMUM DRY DF}ISITY (pct) OP'IIMUM MOISTURE CONTENT(x) Dfff DENSTTY (pcf) MO| TURE CONTENT(x) 438 sTA 17+00, South side Base grade 138. 6 5.6 133. O 4.2 96 -3/4" Agg. basecourse Michael Barljer Architecturc, COPIES Attn : I'lr . Scot t Ward; Anderson & Ilastings; It'lr ' Gary l'lurrratt; PCL Construction, Attn: lvlr. Dcntry Arnour I URS Consultants, nttn: Mr. Les Wood; S. Urton S. Pawlak RE1.O OI}SER/ER APPROVED Ff Clrcn€Nonhern.lnc. cr-r.61nD ualn dlrr.l ,rri!$r.{.llxlt l^a- lgltln lu ll tntltrl ^ n...- . * 0liii'lr-' , -t''si,.. - - .,-.a) .,-\ -a Lart..a. REPORT OF FIELD NUCLEAR DENSIfi TESTING At A |^rnA |tUltElIt r! Cllxta n( nnD rr{ 06t1rrnt AL rr,r('m mt !/lrTlm At tlr ootr)(xnr(- ,{(>aff ( tll crfxTl' ,,o T 'I}b|lt'/[Ill{ i ril*- rur (, rrrnlrr.L lrrqrr.'.,i (rr lrln.irr rn"1 o ni o.rrnr", an lrxh?r' o-i-tiniu niit,o -u4 mtlrx';fu t^r|'tD ril t( lrn(D r rtru ntllrl ! Chen€Northcnr. hrc.' ' ^n**' s:Pso't o ' Con.duos t gl'r'r !'x, sd- n REPORT OF CONSTRUCTION ACTIVITIES To: TOWN OF vAIL JoB No. 4 398 9.0 DATE: 10-16-90 Attn: Mr. Statt Berlynan DAIL' REpORT NO. 9g SHEE1 1 OF 675 South Frontagc ll,oadVail C0 816s7 tl,,{votcE No. PRGJECT Addition to Vai 1 Tran sl)ortati-on Ccnter, Vai1, Colorado WEqT}IER CONDMONS AND TEMPEMTURE C1ear, 45 - 60 CONIRACTOR'S CONSTRUCTION ACIMTIES PERS/otlNEl-: IIAJOR EOUIPMENT: TIGTMTIES: Paving Frontage Road, pouring stair c-,oncrete (MIx A) CHT.N_NORIHERII'S SITE AGTMTIES fnspected reinforcing steel in stair No, 5 1eve1 3 r,ralls and stair No. 11 iralls on levels 1, 3 and 4 and footings on level l-; tested asphaltic concreLe paving on the south side of the Frontaqe Road; and observed and tested concrete nlaced in stairs No. 5, 11 and 10. VERBAL COMMUNICATION WTTH CONTRA TOR. ENGINEER, ARCHTTECT. OWNER Informed the or^rner's representabive of our findings and the results of our tests. - Ili chael Barbcr Architecturc,COPIES Attn: lr,lr. Scott War<l; 6i11-y Murrain l)CL Construction Serviccs, nttn : lvlr. Dctrny Armour: Andcrson I llast i rrgs; UllS Consrrltants, n ttn: Mr" Ler l',loe!-; S. Ulton S. Parlrlak RE-D OBSERI/ER APPROVED F/ a3 A rrrntt pn(mg'lx,l ro cl rrari nf nnE lAt, otitr,r\/tl' al ifr{|ilt lilt qr rmD as n|f cor|.rtrfTr|l PtrrfitY ct' dr qIl AO rT]gqZ lEN fm nT g- ,r d. srlrrrrlrrs c*€t rr€Rt oi rxlvr;lf 1ir)! 01 Rr ornlr€ on r*rnrs'n inirriu rtrruiui -orx nnror'frl. srlrl $u lf Dtsf'6r) of 'nft rfJrto E c{ra'ttltD ulrJs oll rli^rq|.xnl lff raq l! lo Dl wallr€ ^ rrrd- .. r,. fill }ll ".rr" o. ..6"ai.. trr. rb. crflo2^ r/rt TO: .pghtt 0t: VAI L Attn: Mr. Stan Bcmynan 75 South Frontaqe Road Vail C0 81657 PROTECtr Adtliti on to Vai I 'l'nans JOB NO.4 398 90 DAILY REPORT NO. tf{vc)lcE No. .Vai 1 , Col orado , DATE 10-16-90 98 SHEEI 2 0F 6 )o1't;rt i.on Ccntcr. Westernry44n r{obile SPETEAIFi|Sg AUJIP uD( f.D. Mlx A/#2 0-5 ln cs{rD{r 4-8 % ATASIr IUIPERAIUFE R^}ICE 45-60 IEST NO. tn cx ML ICXET t{).TIUE a TcHg, 'nuE Annry@ IU€ STIPL@ N8A'(UTil @UNTEN EOSI RAmUrIF0l @(,NrEn COTPI.EIPN CUHC YAffi ID^D/ CI'|UUIAIIVE u lEn AOO€D oAu.ot|s I 1 3 4 f 6 100 44 49 46 44 49 119 0r-2838 0r_2839 012840 0t2B4L oLzB43 ar2$44 012846 L2:57W1 1:3L 1:50 2223 3:19 3:46 5:06 1:10P0{ I :43 2:OO 2:4Q 3:30 3.:55 5z2Q ?,1q, As req As req As reg As reg As req As reg AS req As req As reg AS reg As reg As reg AS reg AS reg 8 16 24 32 40 4B 52 6 7 10 0 0 A TET ML sunP 0n) Ano(xrEfI(r) f,Er uNlIlEa]ff (Pcf) Yta^o @IICRFJE TDTPE- MTUNE Crt ROat d(s 3 3 4.3 145. 3 68 One set of cyLinders tal(en this 1oad. PROORESS REFORT ^ Drrre Michacl llarbcr Architccturc I Anclcrson I llastings i Gary Murraitt PCL Construction Scrviccs; URS Consultants; Clrcn0Northern.lnc,cdr||lff &rCl|.-r r'a s.JJrr& REPORT OF CONCRETE PI-.ACEMENT OBSERVATIONS ar A rt ||rra fmftEtDl to ctjErftl Da rttE [a, djEllfl ar" ittdlrl !!f !(i'TlrD at nf o('To(}mrt 'n't"int r dt "rt{r* Ito llmoltlrDl tn 'tlra-rd. c' lltalriaxrr, o.rrurrrr qr rxr*.cnr rrrx ot f,o i(r€ .r, ^.rgfi'a-idirio'lriilp ci-trrrrr 'rrrorA- s |ft6 m oc E gttD d' lltrl lulll€ ll oofti.firD tr1rt o'|rt |lrrrxttl n td'lrD to tl lilrn A ir.i.' d *fXiii-lrt r. ...'rcr. 7-i t|.' eLttar aro Chen€Northern.inc. SPECIRCATION @MPACNON & IIAIERIAL lll{ll4ll A\fiil/oE Omf N-PIACE D€}|cTr (f o$E;rntEilr{ crt{rn fiw PcL REPORT OF ASPHALT PAVEMENT TESTING Oa.r-,|ht €t0h...r ri S.*t{... lsnr D Jaos. 95 PENCefi OF THE TI$OIIII DSIETY lESr LOC lna{S rBf s€-EgIE) AT R^NTXI| lN ICDffiO^lrcE Uml TYP€ AI{I} NTTGR OF COIPICTIo6I rEDqAn Rf vAn nq.l Smooth Drum, Rubber Tier 2**l "rHEKNEss c Lrt I'7" MI;ER oF ptss6s Varies OORE cqrP crnN(t) n RJLL nuE 0n(ftilAnoN E[ prnr ruE o6mv^Txr{ tr6 |tF(tT FRfsl'|llr c906 rqrFn as A llflu.r oF (xrr olrrrn ArE|| (r ?A€|}r c(ltn|t'clEt ltr-lAEqgID 'rl rt od'rFrcl(n m csrnr'l(f l,'l't'Yf*l [ FrDqr'lrD caJ.FiGIvt frfutTr rijnr'|s Il|E nufs wti.rt or oGttl,rt'l s rm't#Xnir-ori-njviirs rrsrr t4!_t{-E C ]llf P vT),€xt (|lLY ls tflJwtD }Ixr]{Tr ro c,|_Er^rt on rErryrrs JuDctwxr. .]|st rur^ ln€ l|(n 'ir sdr nrrs rriaa is-cii'ilr-nrr- ri* pawron utrrs sPr-cnE^rxl6' lruat'a otr{3Tr rrts gqu f ooat!.rfil, FrArrr/E uNr.rrri @nnU.rru) lo co6f Drl6lrrs er rrr'ld iEil-rrid. ir:itv ntcixttxr conEr rrrl ^1 A lD$.,' of sE$'l t'6^r.'t.' rlE nrcL€rri DorsouErrR uEnoo of trsnlc tN rccourrru, wnn Aslu oieco wrm coflE cilutE ATtonE PEnFomE) D{ foco[xlrcE ttml Asru Drr20 NIETIAR CAE lrIXE UOffL PREUMIMIilf OBSTXV TIONS At'lD,/OR TEST PROCRESS REPORT iirl'r rnJ uri:r ontlt ,i!.t€irxrr ,,{ ,aitltl lt n lt ro' ^ 't-r.-., tF-rffrlr* ....nt 'h r.rri l|.. CLllu a^O sEm L NUlffi RESULTS VERBALLY REFORTED TO: S. Urton REU) OSERI/ER . STANIXRO Cqfir Les Wood S. Pawlalc APPRO/ED B' ls ^ rr'U{ '|i' crE. 10 ct rxlr. n( n'..E |}|' qfiwr' AI i[Fq|Tt-^'lt: SIrr''fD At nl- coet)tx|y!'Erolf' (t. (rrr (ll}fi+ |.o AI}Erfia x fl ^,|t.t^-rrn or $^nllxrl Gr.€rrrrrr rr r xrirr:rs l!!! ol,!3.glt a.n mrtiii' l-iGliin' njiriri-or rfirnx rtti(rar- s'rltrxl ru ur DnFqID or 'rrrr n:D{r 5 To: r€fflr oF \IArl,Attn: l4r. Stan Berr)rrlan 75 South Frontaqe rioadVail CO 81657 JOB NO. 4 398 90 DATE 10-16-90 DAILY REPORT NO. 98 SHEET 3 OF 6 IrfiolcE No. |.^MAIINY DO.SITY (Pcr) lrvtEl| ll^Rslr L 96 95 97 99 9B 96 97 96 L42.8 L42.7 145. s L47.7 145.9 r44.O L44.7 143.0 L49.4 L49.4 r49.4 749.4 L49.4 r49.4 r49.4 r49.4 First First t].rst First S-^cond Second Second Second 18-i00 19+00 20+OO 21-rO0 11.F00 12+00 13+00 1,4+OO Midrael Barber Architecture, OOPIES Attn: It{r. Scott Ward; C'ary Murrian; PCL @nstruction Services, Attn:- Mr. Denny Arnpur; Anderson & Hastirgs; U.R.S.Consul-tants, Attn: l,lr. Les Wood; , Clrcn€Nonhern.lnc Coodl,lt|| f,|gtxr 6d Sd-ir.L REPORT OF ASPHALT PAVEMENT TESTING Ai l n nt|f Fftlttm IO ctt?|nt nf ?'r'rt ,'{) dlsfrL AI lftC'n:r A( ![rtrTIm A nE m'rE {nat PicfttTf f dJ( Ct'E(:t rD A'TKtiiCArt( 7fn Pr-a-EA- w," or sllrrurxe o.rf,uno{! (r rxrlAcr:i rntra m irq arB o,n m-eo rs*s*diiiio'-ntiiois -qn mrmr ^PPRO/A- $rtus rll E !€PqrD d rfilr rlJTt€ 6 cofultD ull:5 onlt ,liAt*lLxr:t laf ,€anul, m |N itill€' A rrr.-.. rrFiE]n t r. crrrcrrr frrn )r, CIF! ltA l^O TO: rCmN OF \tt\rJ_, Attn: ffi. stan Berryrnan75 South Frontage Road Vail CO 81657 PROJECr Addition to Vail Transportation Center, JOB NO. 4 398 90 OAILY REPORT NO. llwolcE No. Vail, Colorado DATE L0-16-90 98 SHEE; 4 oF IET NO,t c noN PAVELE{r UTT ulnffr;roRf D€}sTT(Pcr) HIEE'T taf,sH t,. Nt ct-EAa FIELD DE}GflY (Pcf) NI,CLEAR CORE LBrcrH 0N.) coRf REI' DO.6ITY(Pcr) @RE (r)(r) 9 10 t1 IZ 13 I4 l-5+00 16+00 r7+00 1B+00 19+00 20+00 2L+OO Second Second Second Second Second Second Secpnd L49 149 L49 L49 149 r49 L49 A 4 4 4 4 4 146.1 r_43. B 1_41. B t42.3 L46.9 145. B L43.2 9B 95 95 9B 9B 96: rrrrDrrc Mictrael Barber Architecture, Attn: I"lr. Scrctt Ward; Mr. C'arlt MurriaSr; PCL Construction Services, Atpt: Mr. Den- nv Armcuri Anderson & Hastings; U-.R.S. Consultants, Attn: U!--I49-U09dt- S. Urton S. Pawlak REID ODSERVB APPROVED St' Chgn€Northern,Inc t:nha l,t*--r ti Sd.nl,.'4 REPORT OF REINFORCING STEEL OBSERVAT]ON TO: TOFJN OT VAIL Attn: Mr. Stan llerrynan 75 South Frontage Road Vail, m 81657 PRUTECT Addition to Vail Trans JoB No- 4 598 90- DATE: 10-16-90 DA.ILY REPoRT No. 98 sHEEr 5 oF INVOICE NO. rtation Ccntcr Vail. Colorado STRUCTURE No. 5, Level 3 Walls lnside face Outside face Tnside face Outside face Outside face crcrner fnside face Outside face Inside face Oulside face sPEGlFEArF0tss sttrl cn o€! 60 Et nexs uso Rof(ncfio cr.E rlr{Ess! clean 0 snop Df,AUNcs us€D ctI RAt{cE a{o oovER As specifie6 O @'{rRrcl(n 's\'}sED spt cotcr spEcrrcArpirsr As specifie6 D n^L-rllrE o6EivAnoN B^R sJppofiTe rypE El prrr-nur txrsEnv TloN nrEH ltftlCE O0lllPtAllCE Hac+rr ffi,'ffi #flrffi ..-ffi*- tYltE t |ttln LLY Yt{t oulll}t€D Rf,-E(^$NED .. - +4 @ 12.' OC +5@5.'OC +7 5'O Rt angl |Fl qtl +f6 @ 12" OC #5 @ 5'l OC #5@B'OC #4 @ 12,' OC +5 @ 10' OC +1, @ 12" OC Gridline A to 10' South of Gridline A and Gridlines 22 to 22.5 10' South of Gri Line A, Gridline 22 tn 22.5 85'-96' 85,-96' S, Urton S- Pawlak RELD OBSEM/ER APPRq/ED SY Michael Barber Architecture, COPIES Attn: Mr. Scott Ward; Gary lr,lurrain PCL Construction Scrvices' Attn: It'lr. Denny Ar'rnour; Anderson S llastings ; a ,br.- d r'.lTiiirll.r r...!d{.. tl'i rh C{,t ta a/to 'Clien€Northcrn,Inc.A.:.ailra ah*Er -'a 5"-tL" REPORT OF REINFORCING STEEL OBSERVATION Tn. TOIVN OF VAIL Attn: Mr, Stan BerrYnan 75 South Frontage ltoad Vail, CO 81657 PRUJEGT Additiori to Vall Trans rtflt i.oIl Cc t er' , JOB NO. 4 398 90. ONLY REPORT NO. ItwolcE No. Vai I , Cololado DATE: 10-16-90 98 SHEFT6 OF 6 STRUCTURE Stair No. 11 WaIl, Gridline A 14 to 15 IBB'-95'- Wall, Gridline A.O5 14.5 to 15 Footing, Gridli 13.1 to 13.3 & 64' South to 34'l 63.0,- South of Grid A | 72.5' I{all- Gridline I10.6 to -11 and | 63.0'- 64' South to 36't 72.5' South of Gridline A Dor,/el-s, each face Top of r'rall ' 1 each face Dowels frcm wa1l and slab Top of WaIl , 1 each face 2 #5 Cont. 2 #4 ConL. Dor^re1s to walI 4 #4 Cont'. @ 12" OC, Ebttom of Footing 6 #4 Cont. , 2 top of beam, 2 bottom of beam, 2 center of beam, each face +4 @ 16" OC Each face 1/2" g threaded rods @ 16" OC #4 @ 16" 0C M 3'4" x :-.'6 Rt. Angle @ 18.' OC +,,1 c+.i -"-ii_, JUrrsy (a 12,' OC +4 @ 18., OC sPEcrE Tlofts srED' GR De 60 El naxs ustn tl€lrFoRqNc ctrANLNEs* Clean E grce Dfi^tllllcs usED qLE11q pcE AllD co/Eft As specifjed tr cowrRlcroff awts€D s?uctNc: spEcglc rpfr* As specif ied E ruLL-TluE oosrE n//irK'N a111 stt'froqTs: Tt?E El prnr-lue o{lssv noN FN6 lNPL',fcE col'ltfi }|ct toct{r ffi,'ffi* '5.,'Pi* *r-$,fi,*w ol lNruLLY ftlor EX lllN@ nE-o(^uNtD S. Urton S. Pa\'Ilak NELD OBSEI{VER APPRWED tr/ Url.S (lonsrt I t:tttts Attn: lrlr. T,cs ltrootl ; Mi.chac I llarl;er Atchitccturc , COPIES Attn: I,lr., Scott t{n1<l; Gnry lrfirrr':r i tl PCL Constluction Scrviccs, n ttn : ['h'' l)cttn.v Arrnorlr': Anrlcrson [' Ilasti-ngs : t.t t qrnt^l r*rrETtraa ro cl DlTt llf ftrt lr{t c-ifl\,T'I AL llP(trt r f iir, rrt:rrtrrrrnr (tirrltttrtt tri rxrixl: twtl ot F o ^l'rl ctl |tlntlr corttlto ttatlrt otlln |,6rrttlll)al t ,Jtl ,olttD lo tl ttlll|l ^ R-,v .t *[1j[* .. d','a... a,^ *r erf I lM l/Nl lrrurrrD l nr oo{tDlxlul. FitrfTt cr (rr o rxtrr tlo 'unrtmllrt{- tG Pt|rl rr_ n_ii:rnio irl.rnp txrr rttttttlt llittr/a- J l''t lJ xl! { rFqlD (t 'Jrlr lltlrx' 6 Chen€Norlhcrrr.Inc.Coo.trlutE Ensllrdr o'tj Sclr'tht -.i\) REPORT OF CONSTRUCTION ACTIVITIES as A rrjTurt FriutrEmx lo cl txr3. nE FrEt rI) o(fti'Iw:i- ^tr !!t!a-r f'|t'rii' rr- srr-trrrxts, ccaqtFo{t oF txrrrajlt rpov olt nt(r,rrltito ou8 RfPcllrs cf,tfifttl, uals o|rft ^RRra€oa-rlls r,tf ldt lo |rl tFllt'o. ^ n'.'.- .l *[]llil "-. 6. c..nt'rr.. fdnr nr. cllloa 4/x Tor TowN oF VAIL JoB No. 4 s98 90 DATE: 10-17-90 Attn: ['lr. Stan Bcrrynan DAtLy REpORf NO. 99 SHEE1 I OF 575 South Frontage l{oaclVail CO 81657 INVOICE NO. PRqrEcf Addition to Vail Transportatiott Center, Vai1, Colorado WEATTIER CONDMONS AND TEMPEMTURE Clear. 30 - 45 ICIMIIES: Placinq reinforcincf steel Inspected the placemenL of reinforcing steel today in sLair No. ll walls on leve1 one, stair No. 12 slab on level 2 and wall- on 1eveI one, and staj.r No. 5 tunnel va11s on level one. VERBAL COMMUNICAT]ON WITH CONTRACTOR, ENGINEER, ARCHilECT. OTVNER Infonrcd Lhe ovmer's representative of our findings' S. Urton S. Parrlak RE.D OESERI/ER APPROYED ET coprEs Xii',ii"'r?i"Bil.t';'ll::tl?;" ft,, ",.,i,,PCL Construction Services, Attn: Mr. Detiny Armour; Anrlerson 6 llas-tings; ...llRS Consultants, Attn: lvlr. l,e!- w eellj :tun/iTlTn as nit ct|frf,xrw. PtxrittTY (r qn dlxrr' |,o |tlllsl4ltq! r>l ^'r b^- r?Iilrriu' qi'iri-pd-orn.-rnhipt rpt*ti& s iAE fftr tr Dtst.oE{! tr $nr ntrrro 6 Ghen€Northern,lnc -nffi E dn tr r'a s<,.|tlJr REPORT OF REINFORCINC STEEL OBSERVATION TO: TOIVTI OF VAILAttn: Mr. Stan Berryman 75 South Frontage badVail, CrJ 81657 PRuJECT Addltioii to Vail Trans JOB NO. 4 398 90 DAILY REPORT NO. tlwolcE No. rtation Center,Vai I . Colorado DAIE: 10-17-90 99 SHEEr 2 0F 5 STRUCTURE Stair No. 11, Walls, Level One East face out West face in Each face East face out West face in Each face +4 e 16' OC +14 @ 16" 0C +5 @ 10'' 0,C #4 @ 18' 0C +4 @ 12" 0C +4 @ 18" oc 63.0'- ?1 rll 63.0' - 7L.O' 36' to 50' South of Line A, Grid- lines 12.2 to L2.B 50' to 64r South of Line A, Grid- lines 12.2 to 12. I E n,rlrs uso O grce oR $ltcs us@ 0 corrnrson rryseo O ruu--nve oGERV/{IloN El rrrr-rue oosot AloN IHPI,|CE COULPNNCT vEr PRCUECT UET PROTECT D IE R€OtJlRElle{rs R€QUlROlOrs ne-Otlip*Osx€N tN[uuY *tlE}l DCAIITI{@ RI-ECAIIINEDx sPECUrCAnOr|sl $EL CMDe ROrS(nCflC CL[.AHI!{ESS: c.fJ^n Nc€ AID COVft sAJqNo: SPECIFICATr'N& BTR $fPofi* T(PE FI'{EH OU Clean As specified As specified S. Urton S. Pavlak RELD OBSERVER APPR€'VED S' Michael Barber Architecture, COPIES Attn: Mr. Scott Ward; 6ary Murrain PCL Construction Services, Attn: Mr. Denny Arnour; Andcrson & llastings; |r A |r,tult 'StrctDt to cufiT* nt F.E ro o,[rtw!, ar Frtoirt_ ||f '.-arrtD At Df ooaf|rxnrt HarrTl oF ar.r cttrE ro ll'ninrlrDl toll P\['EA- rrtr (r.ll^nyrfatl crr€ujqt.t oi fxrf,rctt rrou cr t|Ior.oro an rrecfirr-n-;i,lvrD rooro qrr rmtot ,''to|rL sa'tl! tll f D'F(lttD (r r'.[r n5n€ rt or'4tt ttl, urrt6 ollu ,,ft$ntlrtxlt l,lf, ,filo to ,{ lnnrx. ^ 't -r.l- ., rlJlitilru r..d"o"r. frrr rb. Crttla a/n -Ghen€NorLhern.lnc O dfi h*r-r ri sd'ntL'r REPORT OF REINFORCING STEEL OBSERVATION A' , rrml|( ,FttErDa ,o ctrxn I}r ,rtr rro d.rll.t]tl nt if,Foi'l |rt ll.rfnrD |t rrf corr{fx I FrtfrrY [f o(r ctrxE ,'lo a,txxtl Ybl fE r l,l'aE^- rur r ll^nrrtnt, o.t{urro! oi rxrhrcrt trou <r! Eo rrrrrl c; rnriii-;-it$iio itiroiri-q'r lrtrrx ;i-"va- t l41!r rrt E EF6ID tr T rri rllrro rs iirnrtu urgc olrlt lrtul€orxlt ^ : ,ltru, lo x *fiTF. ^ nr.!.- r. t-Fiiil lrr r -rc'.- rd' n. cr't rlA r/l) TO: TOIlIN OF VAIL Attn: Mr. Stan BerrYman 75 South Frontage RoadVail, O 81657 PRuJEgf Additiori to Vail Trans JoB NO. 4 jgg 90. DATE: 10-17-90 DAILY REPORT NO. 99 SHEET 3 OF il.tvolcE No. rtation Center,Vai1. Colorado flRUCfUR€ Stair No. 12, Curved Wa1l , Level Oner S1ab, Level 2 Each faoe East face tr{est face North to South, ToP of Slab North to South, Bottom of Slab East to West, ToP & Bottom of Slab North to South' Top & Bottom of Slab East to West, ToP & Botton of Slab #4 @ 16" OC #4 @ 12" oC +4 @ 12" OC #4@B"OC #4 @ l-8" OC #4 @ 12" OC #4 @ 18" OC #5 @ 6,' OCCurved Wa11 Gridlines A & 30 to 36' South of Line A Structural Slab Gridl-ines 28.3 Lo 29.2 O'-2O' South of A Line Structural Slab Gridlines 29.2 to 30 Or-15' South of Line A 74.].6' sPEcrflclllofrl SIEE- mADe RolmnqNc cLE t|t$l€sL C|.EARAIICE l}ID Ogr/ER SPIJCINC: SPECUTC IDB* B^R SI.PFOfiIS: TYPE Fll{sH Hflctfr El nrls tlso O snoe DnA$lF usED 0 corrnrgon rorrseo D ruu-lvg oosERlr rloN El prrr-rxe ossqvlTloN rrPt cE @rl.Pl llcE UET Pfi(tECT UET PRC'ECTRsxjrRoE{rs Rf0lJlROrEXrS wr€{ lMru[Y nr€}{ EX lflr{o RE-E(, IlNg} x S. Urton S. Pawlak RA"D OBSER!€R APPRO/ED SY Michael Barber Architectute, COPIES Attn: Ir,lr. Scott Ward-; Gary Muil:ain PCL Construction Services, Attn; [{r. Dcnn]' Annour; Anclerson 6 llastings; -€heir€Nortlrcrn.lnc O.-Jfha fn*r-r rJ 5.'rllr' REPORT OF REINFORCING STEEL OBSERVATION Tor TowN oF vArL Attn: Mr. Stan Berryman 75 South Frontage lbadVaiI, @ 81657 PRqJEG'r Additiori to Vail 'trans JOB NO. 4 398 90 DAILY REPORT NO. tltvolcE No. DATE: 10-17-90 99 sHEEr 4 oF 5 rtation Center Vai 1 , Colotado STRUCTURE Stair No. 12, Curved Wal1, I-evel one; Slabr Level 2 (continued Beam, 5' South of Line A, Grid- l-ines 28.3 to 30.2 1 Each Face Mid Beam East of Col-unn West of Colunn 2 #9 Top of Beam 2 #8 Top of Beam 3 #9 Bottom of Beam @B"OC @ 12" OC #3 Stirrups #3 Stirrups 74.16' sPBCrrc nolr* sfErl GMDe REtlfBoNC' ql xt"sl€s! O-EAR^}IGE AND CCryE& sPuclre sFEccrc rxlll* BR St PPOfiTS: l./PE Flt{lsll HECHT D n r*s uso D goe Dff trl$s uso E corrngon ronseo E ruu-lue oostru,tnoN E prrr-rur onsmvAnoN rrPr..AcE coutPu0lcE uEf PROfiCT UET PRqrECr oarE R€OutREllOlTS R€q',nqlE{tS ne-E11ytt{@n€l NlrurtY f,tloloqtrno RE-D(^IIHS) S. Urton S. Patrlak REI.O OBSEFUER APPROVED FT Michael Barber Architecture, COPIES Attn: Mr. Scott Ward; Gary Murrain PrlL Construction Services, Attn: [t'lr. Denny Armour; Anderson & llastings; lt a ramr( ,i,|tcnoa E ctDart n{t FrE tx) (|Iirrwl rt trFoifr ||t t.irrttD At t}f corDfxty. PE.Trrr (r d! clfxltl llo ,unomr mi |1-EEA- r'r c^r^,,,..,ll ooraruqq (n rxri.crr no.r dr [q E€ cr uofr-olidlriia'tdrid-iri-rltlol ritrlr{- 314tr! ru |t &r'qr! tr ^'Ttt lts]lFl .r oqarlll-o (,(rJt olll'| r*l€tlltatl 'r|f lllltu) 10 x |lrflr€' r'i.'*rt lirfHlrt r ror;crrl frr'l }|n. crrllt ./E .elren€Northcrn.lnc. REPORT OF REINFORCING STEEL OBSERVATION JOB NO. 4 398 90- DAILY REPORT NO. thtvolcE No. O.-Jtti t dn-t -a s.r."i' DATE: l-0-17-90 99 5sgg15 0F 5 TOWN OF VAII,Attn: Mr. Stan Berrpnan 75 South Flrontage Roadvail, o 81657 PRgJECT Additiori to Vall Tran rtation Center Vail, Colorado a, l [mrr{ ,E|Tcrtx to dr]nt l1r nLE ,ro ar-nltw1 lt|. [}(trt ^rf !.f,flrtD lt frf to;[rnl,|. |*'trY F t:r qrtfil ,,o AjllnnolrD' tul ?rfr^- rpr o. lr^rrlrxrl cororpo q rxrifcrt rrorr o,r rror-r€ q-a rnofr-c-Effio-rtiiiiri-ir;-rtrrnr 'rilrore- slru: rrr r rt6'D 0f rf]rl n:ntF 6 olrrnro ur[n ollrr rrrlclt]lll xtf rallllJ to }l mn l a ^-.*.t * lTi]iil * .l r.6?d!r. rdi rb. clrtt{r{ anQ SIRUCTURE stair No. 5, SouLh Walls Outside face fnside face Each f acne+4 @ 16" OC #4 @ 18" OC #5@B"oC 63. 16, Bs.0 Gridline 22 & 22.2, ]-O' to 3O' South of Grid- line A SP€C|FE IlClrS: SIE- cMo€! 60 RENroRol{c ctE Nto{Est Clean ctEAR flcE AllD ccryER As specified SPtJcNo: sPEC[rc Ttofit As specif ied Brfi StPFoRI:i: Tfi m{sfl HOOflT Et nna uso E snoe Dff HtG usp fl corrnrcron eoaseo E ruu--nue qrsEry/\nol E[ prrr-rrc o€sml/AnoN tlP[rcE courPnNc€ uEr PR{).Ecr uEf PROJECT 1AIER€OUnOrOfis REOUIROTE{IS RE-D(A{'{€DwlfN tNrrutlY ttlo{ EX^| N@ Rf-&l Nq) S' Urton S. Par"rlak FIELD OBSER/ER APPRO/ED BT Michael Barber Architecture, COPIES Attn; Mr. Scott Ward; Gary lrlurrain PCL Construction Services, Attn: ['lr. Dcnny Armour; Anderson & Ilastings; Chen*Nortlicrn.Irrc.Coin rU s tnClnt-. od 5d..,.l, ^nS,nu{ unrpoRT oF coNsrRucrloN AcrlvtrtEs $tj,t To: TowN ot; VAIL JoB No. q ggg go DATE 9-zg-9o Attn: l*lr. Stan []crryrnart DAILY REPORT HO. 85 SHEEr 1 OF 4 7S South Frontagc l{oad Vail C0 81657 ltWOlcE NO. PRGJEST Atl<lition to Vail Transport.]tion Centcr:, Vail, Colorado wEATHER coNDmoNs ANo TEMPEMTURE Rain shot'rers, A.M. 5Oo, Partly cloudy, 600 p.M. z COI.ITRAGTOR'S CONSTRUCTION ACIMNES 1 PERS/OI-INfu CHE}I*NORTHERTI'S STTE ACTIVMES Full-t,ine observation, tesLing and inspection: concrete being placed for cap walls level 4, stair No- 11, ai-rshaft level 4, curbs at crossover 4 to 5 ancl light neiq;ht decl< completion leve1 3' 11-15; ciensity testing of bact<f i11 maLerial being placed at exterior l,ralls north of C line 30 - 39 ancl slab on grade level 1 to 2, B-C line' VERMLCOMMUNICAIIONWIIHCONTMCTOR'ENGINEER,ARCHNECT'OWNER W. Carr S. Pavrlak RN.D OBSAVER APPRO/ED ET I''li chae I Barbcr A'rclti tc ctttre ,COPIES Attn: lulr. Scott lV:rrd ; Gary llur:rai rr PCL Constructiotl Serviccs, nttn: Mr' Dcnnl' A nnott r : Andcrsolt I llastings; ..lllls Consrrl tants, Attll: fvlT. I'cs }\'oo'l; ffi nrnE ,,r) o.,ttrrwr- a! F F.,,rs. ,'r suwrmD As nE cot{lr*11a-W^flrtgtr*F f;tffi"g*ttft#; rrr. 6 sr^n*).rs. co.€t lre{a - t iii#i-r*r.i ,ql -f f*!f --^ Rtls'!r! ts RtJ{JwlD fruul€ oLn rnrTDl iJirirrtii tiqi-rr -trtlr"n ^ar^lqExrs NrE ,rptttt lo ul f,filtro' r F.n - d |trl llll{ lsr.t G. dt'J.. rdti l|o- crlro2^ a/lo { . Chen€Norrlrcrn.lnc. REPORT OF FIELD NUCLEAR DENSITY TESTING as ^ srnuf piDrFc|rx rr rarml nE ',rntE |,I| flttttM:. 4r rytqqt- |Jrt sF.nrn ^3 11r oo?'Dtxn" mqll{Y f tXAffffi f"ffiffir$t$J;firt r sr^ruxrt, o|'rcl l|!(rtlt ('l tItFAcTt rnrl| oi Fto^rr(t€ cr rurdnt-E ft5tft!' tftloi*l C|I l[Tll}l ooattftD r'(el ODtt 'mrqrrxtr ,[ ,{rr lo $ fllnt{r ^ .|'t* d rtlXfff lrc .. .-rTo.i- rrrr 1... C|rftttA a/ao Co|rnha bgb.-. -ta Sffit TO: TOhrN OF VAIL JoB NO. 4 398 90 DATE 9-28-90 Attn: Mr. Stan llcrrynan DAIL' RE'ORT NO. 85 SHEE'2 OF 475 South Frontage RoadVail CO, 81557 |NVOICE NO. PROlEgr Addi tion to Vai | 'fransnoltir t i on Ccnter, Vail, Cololado SPECIRCANOil COUPAC'IION & MAIERIAL MIN]MUM REQUIRED IN_PIACE DENSN'Y 95 CONS;RUCI1ON CONTMCTgR:B & B Excavation I AS DETERMINED BY: AS'ml D 1557 Fi.r-l bel-ov slab TEsr LocATIoNs WERE sELECTED FY: ri"ra rc"r.,113?u' TYPE AI.ID NUMBER OF COMPACNON UNTTS 1 ShECPSfOOB,.,LPSI^I!"EINUMBER 9P Pl55gSAS TCqUiTCd METHOD oF ADDING MOISTURE Natural & v".ntr vs!'tv TYPE AAIO NUMBER OF EARTH MOVING UNTTS 1 FTONT I.OAdCT 1-D-3 THICKNESS OF UFT As recnrire< BSG=Belorv Subgrade LOCATION DEPfi OR ELF/ATION (FEET) LAT'OMTOMT FIELD PENC€NT OF(Rs rtvrl tl^)0utr|)o('tllE) SOIL TYPE tr)l NO.MAXIMUM Drr DLNSTTY(pcf) OPT]MUM MOISTURE CONlENT(t) DKf DENSTTT lPcr) MOISTURE CONTENT(x) 39 4' North of Line C C 38.5 3' East of Grid 39@B 3' North of Li.ne C (a ?5 31.2 @ 82 4I BSG 5' BSG 3' BSG 4'BSG 136.0 136. 0 136.0 136.0 5.9 5.9 5.9 5.9 L5Z ]-32 r32 131 0 1 4 2 6.9 6.6 7.O 97 97 97 96 sl-iqhtlysilty gravell-y SlighLly siJ-ty gravelly Slight1ysilty gravelly Slightlysilty grave1ly l'l ; ".J }@ RJLL TIME OBSER/ATION D PAf{T I]ME OBSEM/ATION nnr lrFofi pilft?xrt tF lDtt rD|!{D A! A RE5dltr o{-crn oogrm/ rrt6 or nl Pl t''nrt}rl' E lqvq-!!1ry.-o1 nlr o(rfin|ciof, lo co l!lt'( ^'rtt'D€ nf Ftcoraar{rD c1'rpr4'nJf frr.",, Aao rr(E;rrrlr ro rlr. trrr rc ttu rrrts u}tr'o,h nrnp 6-ror qEr.i!4!9,9e' rn6- rtsni ln€ !ro€ oF n€ rnt oftY rs ntrvu, ttcrJgrr rc (rrrnlrf qlt tr6t .vrfi! ,JtnqJt'tr. nsl rr rr'ifr Tii 't-tiiti iiriri rm tiuna ql wltrtllt'R lltf, tltl lltrnr 5'EsrrAlpl6' IHE NUCr-E R Ogi€n|EIER ufltm OF IES',ItIlc SAS US[l) lN SU6I XtuL ,ccoftD llcE wnH ASIII D2992 AllD DJO17 PRzuMlMmr OESERlfATloNs alD/oR TESr RESULTS VERIIAIIY REPORTED TO: - les Wood Te above Lests were performed on backfilL material being placed "BEqgREfsCfi$S uo"t. of Grid 39 and slat on srade level r - 2, Line B-c' coPrs T..;l?"trli'B:i.t'fi:i::cturc, Anderson & llastings; ltr. Gary Murrran; pCl, Construction' Attn: -lt'lr. - Dcnny Annour; ililS ioiiitiiiants,'Attn: Mr' Lcs woocl ! - Chen€Northenr.lnc.ocfiffha lr|etFr -ta 8.ara.a. REPORT OF FIELD NUCLEAR DENSITY TESTING At A ra.mA rF|lEtIx l! qrr.rl n( |trllq l,r' Gtttwa aL ift(rm lrtf ltrml At ttf lutgxrul-tfftnrrt f atl (rfMf ']., a'r]o{arn| rci nJi'Ep' rrr. rt tr^nuxrr 11161rrrr. .Fr rttirclr rrtr.r o.r ". o,r-'d al atnriii n*lrirniu nxrn -cn nrrtn'ffiA. lqfut r ' t( lrtrolD |. rnrr n:nr€ d ctJftttt-D ur|.s o|rtt rltA,r,tul|ll !l[ rorulD llt ll trtlt{r ^ 'n-rk .r *FiiiJl r-t , ..6rrJ.. TO: TOI'JN OF VAIL JOB NO. 4 gg-s 90 oATE 9-28-90 Attn: l{r. Stan Berrymanp.o. Box 100 uvrrl"rqrr oALY REPoRT No. 85 sHEET 3 0F 4 Vail C0 81658-0100 tNVotCE NO. PR(IJECT Addition to Vail l'nansport-ati orr Ccnter, vai'1, Colorado LOCETON DEPM OR ELEVATION (FEET) uaoMToRr RETI) PERCO{r Of(FE^nvq/ lA)0uur) o{r^t{@ SOIL TI?EIJAXIMUM DIW DENSIfi (pct) OP.IIMUM MOISIURE CONTENT(x) DFNT OENSTTY (pcr) MOISTURE CONTENT(r) 11.5I NO. 401 402 403 404 B' North of B Line @33 6' South of C Line @ 34' 4' East of Grid 39 @A2 3' North of C Line @36 3'BSG 3' BSG 2' BSG 2'BSG 136.0 136.0 136. 0 136.0 5.9 5.9 5.9 5.9 t_31 r32 ].32 r32 4 6 B 9 '1 a 6.5 6.2 6.1_ 96 97 98. 98 srightl-ysilty gravelly Slightlysilty graveuy sliqhtlysilty gravelly sliqhtlysilty gravelly sand sand sand sand Mlchael Barber Architecture, COPIES Attn: l'lr. Scott Ward; Andcrsott 0 Hastings; l'lr. Gary Murriatr; PCL ConstTuction, Attn: Mr. Denny Arrnour; URS Consultants . Attn: lnlr. Lcs Wood; W. Carr S. Pawlak RRD OI}SEFNER APPROVED IIY ' Chen9Northern.htc REPORT OF CONCRETE PLACEMENT OBSERVATIONS ffi t: lr.t dttlwtt 4r !!t!E r,!t st-'nflt ar nr oorltlqr:tt..trt' G .'t ".rr* Ao amir'^mtr '- nt'EA- rn -. ,, rrrirrr o.,.clr,..'.r .'r rrri./:[ ri'r .! [o nFE o.r "t ...iiT'i*[-iti;;;iid-6t--rxttnx 'rlriiiri sat{rt rrl EE Er(rrD lr '''lt lctn€ E oor?t'lfD ualta oflt ,n rtaralt t|( Lf,r.o ll, ll rlfrl[. A nr.r.- d r'.FttX-lt-t J ...r--. 7r l|* et tltal a,/ao Cmrfttl b9h-r ci s.,ral{ T0: 1pp11 Ol; VAIL Attn : Mr. Stan IJc rryrlan 75 Souttr Frontaqe Ro.:d Vai I C0 Bl-657 JoB No.4 398 90 DALY REPORT NO. ll'{\olcE No. Ccn tcr', Vai 1 , Cg l.orado. DATE 9-28-90 85 SHEE1 4 OF PRGJECT A(l(li ti on to Va:i 1 'l'Tansl)ort:rt ion Western SIJPPI ER Mobile SPSFEAlplt$ 3uruP lrtr r.D. Mix A-Mix C,Lt. wt. AN @t{IEfi ATAE}IT TETPERATURE RAIS€60-900 rEsir M'. Tnrrcx ML Trc|(ET Ml. l|U€ DATCIt€D TIUE AtutvtD nrrE surP[E] REI^)(UffltI@U}fiBrEofi RE\OUfilOi.l@T' IER @[|Pr,.Ellot{ ],Irc YARF aOl\D/ CUTIUIAIII/E w rB rDo@ o tloNs I 2 3* 4* 5** 6** 54 100 54 100 Lo4 44 2568 2569 2572 2573 2575. 2581 7:46 8:L2 9:59 l-0:28 L2:12 1:40 7:58 8225 10:15 1O:42 12:30 1:58 9:00 As re{ As req As req As req As req As req As req As req As req As req As req As req 5 10 I 16 B L4 0 0 4 n 0 0 rEsr HT sll,|p(|lt)hET UHTT wocHr(Pcf) YIq.D COIICRtrIE TETPE- R/{ruRE cF) ffil| ru(s 2 3&4 5&6 334 6.2 139. 5 68 4 Cylinders cast * Tk. 54 & 100 l'Iix C 4500 vi.th fiber ** Tk. LO4 & 44 Mix D Light Weight PROGRESS REPORI Test sample taken frcrn truck. Time observecl on all trucks, Bobcats used to place cancrete ' rnpttrq Mi clrac I lJatbc r A'r:chi tcc Lure I Alrdcrson fi llastings i Gary Murraj.n PCL Constructiolr Serviccs I UllS Consultants; w' carr s' Par'rlak FIE.D OEERI/ER Clrcn ONortlicnr, I rrc.'a.all,nl l.?tr-.r ndl Ll-rlr.l. , . t\\9S,-il t ' REPORT OF CONCNETE TEST CYLINDER DATA {3^[unu|rfmcF'|locllf||Ts'n[h[E^,|og|mtun-\r|la'mnnr'{:3ln$.tl11lr'Atn|rro|r!.r|'lr'wrx.*'rrYorfmc|,trTs|,|oNnlr|,^lbItrr'..'rsl.irrrlFrsc.''qt'tr'6onlxln^.J:imov.'|RlA^r|D'o*n"r-niii.."''iiiiinr,r|rirriioo,iouri'i touFLllllt ur(lli:l on|tl |,|tut|orvoals |,tt r..trlLo lo lrl l${llltrc. ^ '.-ir{ .r rl.l iiif'Ile-r or cohDoiri ..,rr fro. Craf,l tJ t/eo Ta. TOi{N OF VAII- Attn: Mr. Stan llcrrynran 75 South Frontage lload Vail C0 81657 PRGTECT Add j.tion to Vai j .l.r:ansportat j on JOr] No. 4 398 90 DAILY REPOI{T NO. INVOICE NO. Vai 1, Colorado. DATE: 10-26-90 SHEfi .1 OF Ccnter, PLACEMENT LOCNTON:Retaining Wall, BOt South of Line A, Line 1to 15; Curvecl lValls, Stair No" 11, Level 3, East ancl llrest Stcps; Curved Wall, Stair No. L2, Lev eI 2; IIATCH TICKET INFORI,{ATION: SUPruER lVeste rn lnlob i 1c rRtrcx iro. 150 1:33 P.M, ncKEr rcoI2976 nME ffiRllEl 1.35 MIX oESICN l+o. Mix A cU. Yo, 8 p"M. rlME PLrcED Z|Z0 p.Nl.IIME II^TCIIED FIELD TESNNG INFORMATION: TluE TEsf T/,t<Ell 2:45PM sLUUP 3k lN./{R ColfiU{T 5 . 4: wEf UMI wtlc}ff .1,42 .9 pst. IR CoNTENT 4-8Iw lER ADDTD AI sm 9 siurPLE tEltP. 720 tn rErP.650F, cot. no,Anr(s 24 of 24 vd3JOB S PECIF|o^nOlrs SLUMP 3_5 tN. CYLJNDER INFORI.T^TION: IK'. OF C11JND€RS 4 c,'Y1ll{)FH Slzt.6rr x 12rt .IIUE TUNDERS cJ\sr CURING INFOR}"IATION: INIIUL CURE On-Site 0^lE sIRrPPs, lO-27 -90 ntlD Sron cE F ctuIrEs r/: S. Urton Cure Box MtN./r{N(o rElnuE AT |'.^Il 1,0-27 -91 RDr,\RK& GE DATT DAIE TESIE' lgr^L t.o^I) (urs) t)r }lctFjt (rr'rcI[5)^,lEA(sq. rN.) couP. $n. (Psl) TYPE OF FIU{CTUNE CYLINDFN wElcllT (LIrs) CYIJNDER uNtr wDolr(rcfl 7 28 28 28 11-2-90 tr-23-90 Lr-23-90 Lr-23-90 98,500 113,500 117,000 1l(r , 500 (r.00 6. 00 6.00 6.00 28.28 28.28 28,28 28.28 5490 4010 4'1,40 4720 con/ she ar con,/shear con/ shear con/ shear oEstcll STRfNGTH 3000 Psl o 26 D1: Itsls ltt t^rrqurc|r r.r nsfrlrfir lPf ol tar.orttM]f;i: finl AF't lcrl|t arru utjl|om llnlls OlllutlYtS[ llolfD :o!f ullonrrlllofl ott titr'ttsr'rnnont uAY r{ PllfflxD ttY olllt-t's' PROGRESS REPOKT:Concrete was placed with a pump, . Sanple hras taken at the truck dischargel coP,Es xi::i::"';'ll:l.1il:i'"cturc ; PCL Construction Scrvices; Western Mobile; URS Consultants ; lrlr. Gary Murrian; S. Urton T. Laudick NELO -O_US-ERVER APPRO\ED TT ? Chcn{rNorthenr,lnc ^ .,xn.- o. rrlj]liTle-l ot c6'.r.. ..d trd, cutl lJA a/go 'aeltlnt (,gt|dr i.d S.l-ltrl. To: 'rol.,N oF vAI LAttn: Mr. Stan Berrynan 75 South Frontage Road Vail C0 81657 dition to Vail Trans rtation Ccntet VaiI. Colorado. JOO No.4 398 90 DAILY REPORT NO. tNvotcE No. DATE: 10-25-90 SHEET 1 OF Siclcwalk, 0 to 5r North of Line A, Level 4; UATCH TICKEI lNFORlr,lATlON: suPruER WesteTn Mobi Ie IME O'\Tcllq) |Kt Mix C cU. Yo.8 TIME pL,rcsr 10:20 A IRt,,CK NO. 49 9:57 A.M. ncKEr No.01,2945 rx DEslcN nue ^nRNcD.10:10 A"M. FIELD TESI]NG INFORMATION: llnE 1ESI T XOr 10:30AM stUUP JOB SPECInC nolts sujuP AIR CoNIEIT4.4:wEr uMI wEcln144.l pc(' 5A}/PII IEXP' 75o U rUe' 69op AIR CONTEiIT / a,IWAIER ADD€D Af Sm CYUNOER INFORI,,{ATION: 1K). OF CT,LINDERS 4 c.Yl llDot stz[ (t" x l2t l 10:45 A.M. \r/ugrE c;.rr 0n-Sit CURING INFORI,IATION: Itlnu! CURE On-Site REID STARAGE F^clUTlEs Cure Box M|H.,/MA(. o IE^ME AI t L 10-26- 0 lE sTRlPPs) 10-26-90 UY: S. Urton con/split con/ shear con/ shear con/ shear 45s0- 5460 5360 5380 6. 00 6. 00 6.00 6. 00 28.28 28.28 28,28 28,28 723,O0O 154,500 151,500 152,000 11- 1-90 lL-22-90 11,-22-90 7I-.22-90 7A 2BA 28A 28A 00 ttsr o 26 tl^YS tfsls BY r^Ootr lofr FtttS(tltrn. |,r' ||r ari ro r|.E f,llll ^tY'l l],tf, slY.-ltrtnm l,'{ f,5s On|[',I{Ef 'loltDsoqf lrlllxorlltox ori-iiirC-lisr'lttlont uaY l{ rtx'!u(D ltr oltll'ls' S. Urton T. Laudick FIEL.D OBSEruER APPROVED IT/ r.nortrq Michael Barber Architecture; Anderson 6 Hasti ngs ; PCL Construction Services; Wcstern Mobile; URS Consultants; Mr. GarY Murrian; ts^UUnutPf(m6Trloctrr.RI'|t''l|'t'|ofn3t|.vrs.,llnfmr's-|'(s|nr'n'DA3I|rcn|'1')ixn^l.ItiffnrVofot,ncl|tl,lDtl.|.]|.'5AtfU'ml.nrttl6r,6onfxlIA;t5lf|o||.nf.:^,|D|'l,o,*"''"o.fi...i.ii!jii.,,iri}l'irj',.fo.,r.w*lrrttrer'rl]qqlrllnl, ur|53 on[r xrufld,lttns lttt rctfifD to ol lvltllDlc. Chcn*Northcnt,lnc 4OUr\tnD lt4l,ll on[i 4or rl)auuns Arlt' r6trlt.D lo ltl llrlllllc. ^ Er*' .. rrlirfrTle'-- or .69ol.. ronn rl'. crrf,l IJA a/9o 'r*rlu4 lrgl'|- r n.{ s.r..rlhr. REPORT OF CONCRETE TEST CYLINDER DATA ffiF|'rEA,rt'o|it'|'w\r|lnrmml-,J{s|,G.n'DAs'||r.o''|o||{lw-ftl.x'lmv.'.l,nc|,['rts.,'roAnl(x|t,A|n|rnnAnirtr. 'rof(rs|^fu|t'l3'|^nr6,r|I}6otrI'FA:G'rr'{('|xlG^l||'|'(|ot,n^.',''.?j.;'.i'iiiii#iliid.foulr To: T'htN OF VAITL Jotl No' 4 398 90 p41g; 10-25-90 Attn: Mr. Stan Berryman DAILY REPOKT NO. SHEEr 2 0F 2 75 South Frontage Road Vail C0 81657 ll'lvolcE No. PRqJEcr Adclition to Vail 'lTansportation center. Vail, Coloraclo. Stair No. 1L, Wal1, Level One, East End; IIATCH TICKFT INFOR},{ATION: suPruER l,estern Mobi le TNUCK NO. IL4 1:48 P.M. ncKEI }K). 012950 MU DESIGN l'lo. Itlix A cu. 1o' 8 nME lffRlvtD 2:01 P.M.lruE PLACS) 2:30 P.M FIELD TESNNG I}IFORMATION: "lluE lEst n*ol 3:00 PII sLuuP 2L sarPLE rErP. 7Lo AR lEllP. 60 (kt, Ror RK* AfR @t{IE-}r 4.27wFj( UNr WEc}ff t44.3 pd. AIR CoMrDn 4-SIWArEn AooeD AT Sm CYLJNOER INFORMTION: 1to. oF clttNDERs 4 r;ruNoER stzE (rtr x 12tr 3:15 P.NI. v/HF-RE c^sr On-Sit CURING INFOR},TATION: |NIIUL cune On-Si.te RELD sott^GE FrcrLrnEs .Cure Box MrN.,/l#o( o rEnuE ar w'J0--26-.90 (ArE s[n|oPg) 10-26-90 trt: s' urton REr{ RKs 6.00 6. 00 6.00 6.00 conlsplit con/ shear c on/ shear con/ shear 4300 4580 4400 4510 28,28 28.28 28.28 28.28 L21,500 129,500 124,500 L27 ,5OO 7B 28R 28B 288 11- 1-90 lL-22-90 7t-22-90 11-22-90 3000 P$o2a 0\\5 rEsrs w wgr rcfar Ffns.roln A r |'l r.r'r'at] Dcf wlnl lP''l r.{r I fsrl,-lerlK'tE l'u cts onl[x'(Ef, t|orfo sost t{toftrutrofl 6ri-lilis-lr-si-mlont u Y lf, t'lisvltx' w onluts' S. Urton T. Laudick FIELD OSSEfWER APPROVED $T coP,Es Ti;:il:"'t"ffi:.ffi|1'"cture; PCl, Construction Services; Western }lobile; URS Consultants; Mr. Gary Murrian; - ChcnSNorthcnr,lnc. REPORT OF CONCIIETE TEST CYLINDER DATA rtAutmutFnd[cIr'.to.I'lxTS.Tl|fn'nE^tnd|F3'|9.'t.,|lIl'rfrs^nill,nqrntDAlll|lc!|ftx'|'w..J''td..n'YorGr[ct,t.l[Dno{.'fsrA''u1','s..t'|€lt6l'no'rXl'A:lsr'r'vl't||tcA,'l'll|.louonrro,t'.s'.rs''iiir.rn,irr}lrori-ornf|||l'tlr^A.iounl'n t urtllll oD[l lrllw€urllfls |,rf. ,.Jllr D lo [l r|utuN;. ^ .i'ri- o. r[If-l c'.. .{ ca6r.rr- rori rb. Grtt IJA a/to 'trhnll? l^?Lr-r. .nt sat-tLl. ! Tor JoD No.4 j98 90 p6g; 10-29-90TOWN OF VAIL Attn: Mr. Stan Bcrrynan DALY REpOf{T NO. SHEE"r 1 OF z75 South Frontage lloa.dvail c0 81657 il.votcE No. PRq,EcT Addition to Vail 'fr:a nsnort at i on Center. Vail. Colorado. Stair Landing, Stair No. L1, Level 3: Stair Landing, StcLir No. 10, Level One; suPruER Western Mobile mucx no. 49 ncxEr rcOL 2986 urx 9s516x 11s. Mix C cu. .ro, 8 IUE BATCHE) 9:20 A.M. TIUE RRwED 9:35 A.M. r]u€ pr./CED 9:45 A.l{. FIELD TLSNNG INFORMATION: IIUE TET TAXTI 10:OOAM SLUMP cor{rorr 5.8;wEr UMT wEc}r L43.@.s^rrPLE r0rP.69o ln rolr.5goP CONTEIII 4-RIWATB ADD@ Al SIIE 5 (hr. na.{Rt(s 16 of L6 ydr Mr. oF CYIJND€RS 4 r,tr nror,n srzE crtt x 12tt lrUE CTUNDEFS C"rSI lQ 1 15 A.M. wtlFJlE c^sT on-sit CURINC INFORI,IATION: lNllUL CURE On-Si.te RAJ) sKrfAcE FrrcluTtEs Cure Box UN./I,|^)(. DArE/nuE AT r.,\& 10_30_ oArE STR|PPED 10-30-90 Ft: s. urton REl{ RX& CruNOER ufrfr wEraJr (Pcf) 6.00 6. 00 6.00 6.00 con/ shear con/sp1it con/split con/ shear 7A 28A 2BA 28A 42SO 5200 51.s0 5160 1t-5-90 11-26-90 11-26-90 J.1.-26-90 .120, 000 L47,000 145,500 146, 000 28.28 28.28 28.28 28,28 4000 Pst o 2a DAls tEsrs rr ulpt^rcF/ nlrso.Drn. ^,rf ol f.arrntr tc!: wlltt ^/t't lc r|f a3l|. r.rf.InD',r trtll [3s olllt t{6]f, l|orfo sor|t nf tn|. llofl oll rltE ltsr ml|onl UAY llt ftto/lD[D rY ollltjls' PRoGRESS REPoRT: concrete was praced with a punp, Sample was taken frorn the truck discharge. S. Urton T. Laudick RELD OI]SEFVER APPRO\ED FT CO'IES Michael llarber Architccture; Anderson & Ilastings; PCL Construction Services; Western Mobil,e; URS Consul.tants; Mr. Gary Murriarr; -- Chcn€Northcnr,Inc '/'lElltn?t trgl.r-.r .r.r, 5.lFll.t. REPORT OF CONCRETE TEST CYLINDER DATA (tlUlmul'!nonc'r'rronr''I3TltfnnE&0ol'F3||.vr:,r|IalFi!nF^E:..'lnrfnIDA3't[ro|flr'uEfr'T'lforlnltol.rnAr!''r5.c'(Pt||,iir'GoFrxt'|cr:mr|vdl4G^,|nDI'oun"''*.fi'.':'.iii]i'iaio^i:riid'r,il-oui.'lrrttttrter.l. aounr,n) u|litss onllt"i laFArqjJu,ll3 ,Jrt ,ftlf.fo l!) ltl lfHlllrrc. ^ '-nr* d *l-@*., co,no.'rr.. ..F uo. Cr.tl IJA a/go To: Toll|N oF VAIL Jou No.4 398 9.0 uRtE: 10-29-90 Attn: trlr. Stan llcrrynrn DALy REpOt{T NO. SHEE1 2 OF 275 South Frontage ll,oad Vail c0 81657 lNVOtcE NO. PRo,EcT Addition to Vail Transportation Center. Vai1, Colorado. PLACEMENT LOCAI'ION:Wall, Stair No. 11, Level 3, West Side; BATCH TICKET INFORMATION: suPruER Western Mobi le 44 ncKEr M,o1 2990 ux oescH rc. Mix A cu. 10, 8 NttrE BATCHU) m\rcJ( No, 11:56 A.M.nuE ARRTYTD 12: 14 P.M TluE Pl,Acu) 12:30 P.lil. FIELD TESI]NG INFORMATION: nrE 16r T rclf 12 : 45plr{ sLuup 4l rH. atn @NrENr 5 . 5: wEr UNII wEct]r L43 .2 pGI. s vPtE IE]IP,7 20 ln rolr.6gop , JOlt SPEGIFIC.\IIOI{S 3.l.rup 3_5 tN. ^lR cor.trENr4 _ g r wArER ADDED Ar strE 0 cd RqtfL CYUNOER INFORI,'\TION: 1to. oF cYIJNDERS 4 c,Yt,nDrR stz[ (rrt x 12rt llMf CTUNDEFS o\5r f ;00 P.M. $/uFrr c^sr on-Site CURING INFORIT{ATION: lNnul cuRe on-Site Ro.D sron^GE F,fct[mEs Cure Box MtN./r{N(. o rEnu€ AT r,ul10-30-90 turg srnpp€D 10-30-90 ry: S. Urton REr RX$ AGEDl€DAIE IESTE) TOTAL LqAD (rrrs) DI UElFJI (['rcltrs)^,lEA(sq. rN.) co!P.sTn. (PsD TY?E OF FIIICTUFE CruNDER wElcalr(urs) C/UNDF3 UNTI WEICT T(Pcfl 7B 288 288 288 11-5-90 1l-26-90 11-26-90 11- 26-90 89,000 125,000 .124 , 000 1.24,000 6.00 6. 00 6.00 6. 00 28.28 28.28 28.28 28.28 3150 4424 4390 4390 confshear shear shear shear OESICN SIRENGIII 5000 Psl9?g_!!E ttsrs t'/ urttl^ro|l/ t l m.tr.{l ^,ra or f.l- xrrr^]tlf t4nl ^|fi r:^||.l! a6r, vf-r|oDa In( t33 onlur S( tlolf,D pLlf, llltumqll()rl oll llt6 ttst lttl!flt uAY tf rnguD(D ltt olllt'ts' a punp, truck disch-airge. Concrctc was placecl witir Samplc was taken from tl-re PROGRESS REPOKT coPrEs H::i:1,,';'rlil.iilll'"cture; PCL Construction Services; Western Mobile; URS Consultants; Mr. Gary Murrian; S. Urton T. Laudick FIELD OT}SE'T/ER APPROVED TT Chcn*Northcl'n,Inc.',tatllh'l LaTh\-.. .rd !.r- Ll. REPORT OF CONCRETE TEST CYLINDER DAT,A ,., 1 Nn-. tl^r'UnutEn'IIcT|.'i|tt'(I''l|Ts.nrnnt^'|oo||i3't'\'1,|l||'J9'tT5|''.r3l,|ntn'DAsn|tfot'loirow..inoF'Itr0fo(mc|,U.ri||q|;1''fF|.'rtA|l|.'|,ls'm'ctlnx,6onrrtr^cts'tr'r|.'.tE|er''o|',.,.lt,n*''.orrrs.r:'.iii.:'iniri}rr,rl.r,-ol 4fru,1lttt, t r{lss oni[' |,|n rq.Iufls |,n_ LJr l:D lo ol lfllllllrc. r '*'{, .. rr'.1 riiii-le-. o, .o.Froir.. a6rh iro. cutltJ a/9o w- TO: T6WN 0F VArL JOu NO.4 398 90 DATE: 1fI-27-90 Attn: lt'lr. Stan Berrynan DAtLy REpORT NO, SHEE; 1 OF 175 South Frontage RoadVail C0 81657 lNVolcE No. PRq,EcT Addition to Vail Trirnsportation Center, Vail, Colorado. PLACEMENT LOCJ\IION:Foundation ltlalls,Level One, Stair No. 12; t] TCll IICKEI lNFORtvtCTlOt't: suPruER Western Mobi 1e Tnuq( No. 9:52 A.M. -IrcxEr l{o0l 2982 MtX OesrcH ruo2rlMix A cU. .'o. 8 nug ARRtvrD 10:00 A.M. IIME Ptr^CED t0:10 A.M.NME ITArcHtD 49 FIELD TEST]NG INFORMATION: NUE TEST TAXE}I 10: 2OAM sLUuP 3!Z JO8 SPfCtnCAIIOt.ls SLUMP 3_5 tN. tN.A/R @Mr${r 5.6; WEr UNr WECrr 7$.1. pcl. s,urPr-e lEnt,.71o ln rDrp.ssoF, AR coi.TElrT 4- 8x wArER ADD@ Ar srE 8 col. nor^ru(s 24 of 32 vd3 CruNDER INFORI,TATION: rlo. oF ctlJNDl[Rs 4 c,yl t Dflt srzE (r" x 12,t rME cruNDERs o{s-t 10:35 A.l\,1. w}tglE cAsT On-Sitc CURING INFORI,6TION: lNIluL cuRE On-site Et]-D srofiAcE FACTUTiE5 cure Box MrN.,/r,rN(. o lElnlE Ar L^&10-2g-g0 0 lE SIn|PPE 10-29-90 [rt: S. Urton RE]IARX& AGE D{l.s I)^IEIEIE)Tgr L LO{'(|js)Dr uElFit 0r.rclrEs) .rIEA (sa. rN.) couP. sTR. (r,5r) TTPE OF FIUCruRE c'.ruNDOt wE a$r (uJs) cru DFx UN'T WE,!GI{T (Pcn 7 28 28 28 11-3-90 Lt-24-90 11-24-90 1_t-24-90 94,000 124,500 120,50O L L6,500 6.00 6. 00 6.00 6. 00 28,28 28.28 28.28 28.28 3230 4400 4264 4LzA con/ sh ear confshear confshear con,/split OESICN SIRENG11{3000 PSto 20 DA1S lJnt tt uDqurotn Ft rsat|lrrt lrn nt r<rnoirrrrct wtnt ,r''l t:^Ilr aan, |lenElri tlll l3i ollltxrEf l|otu) 30r( lllrt lx l|ofl oll ll1t3 llst au'olll t{ Y n: r|l(Ml)t-D I'' ollltxs' PROGRESS REPORT Concrete was placed rvi th Sample was takcn from the a pump, truck discharge. coP,Es Xi::::l,.T'll::.f;ll."cture; PCL Construction Serviccs; Western Mobile; URS Consultants; Mr, Gary Murrian; S. Urton T. Laudick FIELD OBSE}il/ER APPRO\ED ST .' Chcn€Nortlrcnt,lnc \\s\ ? e\*$ TOI'IN OF VAIL Attn: Mr. Stan Berrynan 75 South Frontage l{oadVail C0 81657 PRGJEGT Ad<lition to Vai.l Transportation Center Vail. Colorado. I1ATCH SUPruEX {s l uunut rrrttcTrrr m et iNTs" ntr nitE arro (|rf,lll.vl-! ,ll nrtYtnl ^t!:rrn .rr ii^trrattris. a.artl trir'.3 o|| rytrt:ls mou (t Rtc ,|btrn ou[ ltlrorrs 4or|run u||ta-st on|tt |In l|ot,luns |,|'. r./_t|tlo m |ll tnlt[lc. r ',r{, !. rl iiir I c-- .,ir Go.,rF,n lod rrr. Ctaf,l IJA a/to REPORT OF CONCRETE TEST CYLINDER DAT,A, JOr.l NO. 4 398 9.0 DAILY REPORT NO. INVOICE NO. NME II^TC'ITD '^t-tttl^', ljThFr. .611 5.1-lht. DATE: 10-30-90 SHEET] OF 2 TICKEI- INFORI/ATION: Western Mobi le Slab-on-Grade, Level 2, Stair No. L0: Level 4, SidewaLks and Landings at Stair No. 4 and 6; ]nucl( No. 119 ncKEr No.0L 2996 Mlx DEsloN uo. Mix C cu, yD. 8 9:03 A"M. TltlE ARRI\ED 9:23 A.M. TIME Pl'rrcst 9:30 A.M. FIELD TESNNG INFORMATION: IIUE TEST TAXOI 9:40 AM 5LUIIP JOI' SPECINCANOTrS 5LUMP J1i N. AIR co|frExTs . 4 ; wEr UNIT wEctll 143 . B pcl. salPL€ TExt'. 71o Atlt lE]tF!,gop. -q tN. rrJR CoNTE[f4 - q X WAIER ADDGD AI stIE 7 cot. Ror R<s. t6 of 24 vd3 C11JNDER INFORIVIATION: fro. oF ctljNo€Rs 4 cn lnDE,r srzF 6tt x l2]t llME cru bE]fS clsr 9: SB A M, wHEnE c"$T On-Sit CURINC INFORIiIATION: lNlIuL cuRE on-Site RE STottAcE rlctlmEs Cure Box MtN.,/yN(. o/\lEn]rE Ar u& 10-31-90 oAlE Srn8;lpg) 10-31-90 rr: S. Urton RElr^RKs 7A 284 284 284 11-6-90 7I-27-90 71-27-90 77-27 -90 3680 4830 4774 4790 c onical con/sp1it con/split con/sp1it 104,000 136,500 135 ,000 135,500 6. 00 6.00 6.00 6.00 28.28 28.28 28.28 28.28 4500 Pst o 2t DA\€ lEsrs Bl L^n().uroKl rtmatll(l lr{ lll fat(rlowrct Mnt ^rt"l rrnl rsrv lETlxtrr lrlt c33 ollll't/i!3f, llolfD SOlr€ llltutlalloll olt lllts rlst tlttgfir rqY m tnovD(D fi ollltjls' Concrete was placed Sanple hras taken at with a punp, the hose discharge. rrEr.osusgthtEn T. Laudick APPROIED ITT coPrEs Xi:i:::'T'li::.ffil1'"cture; PCL Construction Services; Western Mobile; URS Consultants; Mr. Gary Murrian; sthrlintD As ntr rortlr,| |.lw tTrtltlfY or (xm cl [rrr:' d"nii.talr ri rl r,o'rrc oul frmrlnr rtF ro/A' SerrPtl.' w!(L ,rlo r mrtntr^tx)'| .nn fit|tr,\- D[ Otir.O't n Or rrllE rlsllrrc ts -- Chcn€Northq'n.Inc TOWN OF VAIL nttn: lvlr. Stan Berr)'man 75 South l:rontage lload Vail C0 81657 ti on to Va.i I Tl:ans rrwolcE No. ortfltion Centcr Vai-l . Colorado. 't'allrq t/r?ts,t rnd :<r-nr.r. DATE: 10-30-90 SHEET 2 OF 2 w. 2/Mix Acu. YD. 8 TurE PI,ACED 12:30 P.lrl. REPORT OF CONCRETE TEST CYLTNDER DATA JO8 NO.4 398 90 DA]LY REPOFT NO. PRGJECT Foundation ltrall , stair l.lo. 5: East Curved Tunnel ltral l ; BATCH NCKET INFOR},{ATION: SUPruER Westcrn Mobi 1c NUE IIATCI{ED ]nucK uo. lL7 ncKEr r,to01 s0o1 Mx DEstcil 12:01 P.lvl. nuElRRlvED 12:23P.M. FIELD TESI]NG INFORMATION: TIME rEsr T XEil 12:45PM sLUupS 3/4tN, JOo SPEclflCAnOllS s[!up g_ 5 tN. AR coMt}rT6"5 ;wEr UMT Wuctlll42.0 pct. AR CONIE}r 4- 8 I WAIER ADDrD AI sm 3U/PLE TEl,lP. 690 ,tltt TErP. 60oF rbt. noe{Rx* 8 of 16 vdr C)IJNOER INFOR}'\TION: lro. oF cflJNo€Rs 4 cnlrom srzE (r'r x 12" rtME G.YUNDEKS G/\ST 1:00 P"M. WHFJIE C^sr 0n-Sit CURING INFORITIATION: ll.llTl L cuRE OIr-Site EE_D sToplcE F ctlmEs Cure Box yN.,/MA(. o TE/nuE Ar r,^& 10_ j1_90 tr rE sm|PPED 10-31-90 IIfr S" Urton REIIARKS con/shear con/shear con/shear con/ shear 7B 28B 288 288 2604 3770 3570 3770 11-6-90 11,-27-90 17-27-90 1,7-27 -90 73, 500 L05, 000 101,000 106,500 6.00 6. 00 (r .00 6.00 28.28 28.28 28.28 28.28 DESTCN STRE{GTH 3000 PSI o 26 0 15 tEfS 0:y L ftqUrcfiY .rt Rsfilrrtl rnl |tr aarrrru^rrtq llnl atYtt n nI Aclrr u[Tlto'16 tlrtt EIS OD|fJrrYtlC lOrU] 3(lr|f, ulloRx^lkrlr oll llll5 llsl lltronr t|aY rE Ptt('vD('D ttY onft,ls. PROGRESS REPORT:Concrete was placed with a punp, Sample was taken from the hose discharge. S. Urton T. Laudick RELD OT]SEN|VER APPROVED I'T coPrEs xi:lill,T'Hl.lilll'"cture; PCL Construction Services; Western Mobile; URS Consultants; Mr. Gary Murrian; ttAutmu|FFotYcTrIt6r'[5.n|tr'!''rt^'lnqn3flvt-!,|Lnf'Y't':l^,'t3|'nqrnroArr'|Fco|'1|)|.xrw.Ino.it[Tror0,n 'v''r.'.s||rg.}''s../,|||cl||il'|lton'x||l,c'llmqv(,telc^'|D''r,ounorr.rr'rir.rjnt:itlj}lluln4(]t nlnD ur4l-s3 on(t l|lw{uruns ,nt. ,4ttl l.o lo lrl wt{llllft:. ^ G6r- !. rl.|tliills,-- or c,'ooo.,,- ao'| ,ao. Cuf,t IJA a/gr ;'Chcn$Nor1hcnr,lnc.'a.Eluht |..?tr-n .o4 S<la,lht. REPORT OF CONCNETE TIST CYLINDER DATA . ijii; i:{ } L 'L- $^Uun]^|''lmcE'.Yodrtrs.[ttltl'rtr^'rog|m.|,!,t'i-,|tnrJ9(Ilir'|]:ilmfrtDA.trr|.Co|'rr'x'w-.-rtfi6rr .r nlwuttrrJ- cDrt:l ltirtF on tltua-lsqovntlur urnl.lS on|(l ,rtwqiJuns ^tlf rrnl.D lo lrl wrlllltrr;. r eFtrr ., rr.ltitti'-]o-., .r .,ho6r.. .rtrr r|o. Cr.tl IJA a/9O bt'ru: T0IVN 0r VAIL JOtl NO.4 398 90 DATE: 1L-L5-90 Attn: llr. Stan llcr:rynran D/rJLy REpOf{T NO. sHE5-f 1 OF 275 South Frontagc llold Vail C0 81657 lwolcE No' PRGTECT Addi!ion to Viri I 'l'rnrrsportat ion Ccnter. Vai1, Colorado. PLACEMENT LOCAITON:Footings, Retaining Wal1, Level One, Stair No. 11; T]ATCH TICKET INFORTIATION: sUPruER l{estern Mobi 1c rRrrcx lro. 100 TTCKLT r'1o01 IIME IRRMD g 3192 MU DEslcN fro. Mlx A cu. YD. 6 0S A.M. IluE Pt/cm 9:15 A.M.nME 8ArcfiED g :58 A.M. FIELD TESNNG INFORMATION: IuE TEST T XtX g:2S AI!, sLuup 2 tu. AtR colnEllr 4.72 wr.t UN|l wEGl tI 145. 1 p€t s rPtE TEilP.64oF.r'ln rCrrr'.scloF JoB SPEClnCAnOl6 suJup I_-5 tN. atR corlTEXT 4_gI w^fEn ADDED AT snE 4 r;ot. no,unKS C]IJNDER INFORI/ATION: lrcr. oF c.l4JNDERs 4 cil ntr)E,t stTt-.-(rr I 72tl Ilur crLlNDrl6 c St 9:40 A.I4. $ttU{E c sr O1-Sitc CURING INFORL{ATION: tNalul cuFe 0n-Site FIELD sroR^cE FActuIlEs curc Box MIN./M (. o,rrt/nuE AT L.^rr 11-16-9( tl'rrE SIRIPPED 11-L6-90 tr: A. Bathke REr{ BK* AGE DAYS DAIE IESIE) Isr L r.olD (urs) DUr{Errll (rrrclrEs)NTfA(5q. lH.) couP. sTn. (r,st) T/PE OF fIIACTURE cYUND['t wE c+rT(u$) c roul uNtr rYoct fr ( r,cf l 28A 28A 28A IL-22-90 t 2-13-90 t2-t3-90 12- 13-90 104,000 (r.00 6. 00 (r.00 6.00 2B.28 28,28 28.28 28.28 3680 c on/ shear OFJICN STRE}.IG'H 3000 PSI o ?O o^)ls IISTS IIY lfDc,l^lort ittls(tonl. lnr ol rarrtr{r^}rif wrnr lttlli til: rritv 'lf-r||(llt5 llrrl |js onl{Jtlll:{ xolf,o souf, llltu$r l|oll oll lllrs tLSr ,lfl\ofit u Y li tllfflxi lt/ olllltts' PROGRESS REPORT: coP,Es Xiliil:.T'lif.il;il'"cturc; PCL Construction Serviccs; Wcstern l'{obilc; URS Consultantsl Mr, Gary Murri.an; S. Urton T. Laudi ck FIELD ODSER^/EII APPROVED TT 6 'Clrcn0Northcl'n,lnc REPORT OF CONCRETE TEST QYLTNDER DATA ls^r4mlN'|t'rGTY'|ro.|rrm.n|r'rFE^}loottmi|.tl-.'||tn''r'r:ln':.''|'rn.l1'r'At|rro|'rD|xlw|.lK''''rYr'o|'nctJ[trr\rx$. ar rtrtr ut trrs- n nEtttifrB o[ rxrnf4tt .Ioq q rl...norn ioun-inl, u||tls ontt ,rf,taEtxttos l,rt l.J{ t.o lo t $|lltllrc. ^ .-t{i' .. n.l ijirTle'.,c rr co.!oib. tinrr rh. c|.tlll^ r/eo ',terlr.ta Lnzl't-r. na4 j<r-,tlrt. TO: TOWN OF VA]L Attn: Mr. Stan llcrrynran 75 South Frontage l{oadVail CO 81657 lfOJEcT Addition to Va i. I 'l'r:ansportation JOO NO.4 398 90 DAILY REPORT NO. lt,JvotcE No. Vail, Colorado. DATE; lL-L5-90 SHEET 2 OF 2 Ccrrtcr, PTACEMENT LOCi\]'ION:Sidewalks, Level 4; Is lands North Portion of Tunnel Slab, and flanp from Level Stair No. 5;'r 4;to rRrE( lro. 119 11 :01 A.M. I]ATCH TICKET NFORIJATION: SUPruER Western Mobi le TME BArcHU) ncK$ l.to01 31.95 MX DEstcN No. Mix C cu. yo. 8 nuE RRIVED Ll:17 A.M.lluE PIJCED LL:25 A.M. FIELD TESTINC INFORMATION: nuETEsrTlr(E}{11:40AMsLuup 3/4rr. NncoMEln5.5;wEruNrwEctrrL4s.5 pd. s^|/prETEilp.66oF.^tRrE)tP.sooF, .ro8 sPEclnG noHs sLuup 5-5 ,t. ^* co*ta)t8.7 rwArER ADOeo Ar snE 5 cor. Ror\fir(* 16 of 24 yd3 C1t'NOER INFOR}/ATION:lt'. oF cnJNoERs 4 r,t ntrlr rr srZC (rrr x 12tr llut: ctuNDERs c-\5T 1l : 55 A M wllFJlE c-,\'r On-Sitc CURING INFORMTION: lMlul cuRE On-Site Fnn sTofircE F^ctullEs Cure Box MlN./ltN(. oArE rnuE AT wr LL-16-g IlArE slntpps, 11-16-90 rr: A. Bathke RET!(RK& ACE .o lls MTE IESIED TgtAL LOiD(lns)DlAuFJr:n (rircltrs)NlEA (5O. Dr.) couP.sIR, (Psr) TYPE OF FII.J^CTURE CAUNDF'I wt otlT (tlrs) c/LtNo[Ruf{r wl]c{ ar(rcr) 7B 288 288 288 tt-22-90 12-13-90 12- 13-90 12- 15-90 -1.14, 500 6.00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 4050 shear oEstct{ slREN61l{3500 PSI o 20 ()^YS IEIS ltt t,/r|'qumrY rt n_rrrlrttl l,'l lll r.,r^irno rrcf- tlDI rt'ti rr^rr f anv uf-nnfr6 llnljs olllu$lgt llolll, sor.t. t'|ron|l lx],| oll ll|t3 rlsl ttu\onl lr Y nt rnowxD rr ollluts. PROGRESS REPORT: coP,Es Xi;:l::,.,T.ll:l.f;il."cturc ; PCL Construction Services; Weste::n tlobiIc; URS Consultants; Mr. Gary Mr:rrian; S" Urton T. Laudick FIELD OIISEfVER APPROVED tI/ ChcnSNorthcrrr.Inc.' atall,.rt ljThet. .nd 3.r-'lhl. ,ull REpoRT oF coNCR[TE TEST cyLtNDER DATA FlvrmA'io[crY!mctr|os.n[nnED{'o'i:l|\^-..,|l'|''Yrrn-'|'i::lFnnntnA3lr|rco|'rDl'.lw-..no.'f'rfdnnor o. stltt u. trrs f.rEt tr.irtri on ttltlcrsaountlttr urn t.ss on|tt |,itweDrurll /arn rt l.o lo lrl willlrrn;. r F-i.- ., rxl riirTl e.-- or *-F,'- .oG N., Cr.tl tJ a/9O TO:.IOWN OF VAIL Joo NO.4 ig8 90 DATE: 11_19_90 Attn: lr{r. Stan l}crrynan DALY REpOftT NO. SHEE-r 1 OF 175 South Frontagc ltoadVail CO 81657 l{votcE No. PROJECT Addition to Vail Transpolt;rti on Corter. Vail., Colorado. PLACEMINT LOC.AIION:Steps on Grade, Level 2, Stalr No. 12; ) 8ATCH TICKET NFORI/ATION: ncxrr No. 01, 322luu orsrcH uo. Mix C cu. .n. 8SUPruER }tlestcrn lr,lobi 1c ]ntcx fro. 100 IluE n^TcrltD 8:47 A.M.nMt AnRrtf-D 9:00 A.lrl.IME Pt-rcs) g : 10 A .lr{ . FIELD TESNNG INFORM^T|ON; lluE IEI T XEI| 9 : 30 AM 3LUUP 3 t . JOB SPECtFtClnOlrs SLIMP j- S tN. /vn clr{rufi 5.8 wEr uMt WEGHT 1,43.6 pc|. SAI,IPLE IUJP. A,rR Corfitl,ii' 7 .r WAIIIi ADDED AT srE 12 .,ot. nO,ARK:s: 664 ,.lrr rry45oF. CYUNOER INFORI,!\TION: Mr. oF cYrJNoFSs 4 cn ll.lDEn sr7t, 6rr x 1"rr' IUE CtuNbEftS CA5T g:45 A.Nl. wllmf c,\lT 0t!!! S CURINC INFORIIATION: WIruL cuRE On-Site tI^rE srnPPs) 11_20_90 MrN./M,\X.o rrnME Ar t^Ir.11-20-90Curc BoxRE.D sTOfi^CE FACIUTIE5 [n: A- Batlkc RE}'\RXS ACE D\is MTE IESIE' TOT I- t_(r 0(uis)DATTEIOI (rt|clrEs)NI[A (5A. Dr.) couP. sTn. (PsD TYPE OF NIrcTUNE c.ruNo[H WE'G'IT (Li}s) crulrDcR uNf r filc{ fl'(ry? 7 28 28 28 11- 26- 90 L2-L7-90 L2-17-90 12-17-90 1,24,OOA 6. 00 6. 00 6.00 6. 00 28.28 28,28 28.28 2B.28 4390 con/ sp l it oEstcN SIR€NGT oAlS4500 Psl o 20 fEfS Oi |.^|Irt^tolTt tt mrrrl,ll Itf lll |rrirttrir|lif tnlrl lft.1r,Afl I Aatv l'[ilnD' In(t:i OtllufitrSf_ lrclto 50u€ lll,ulu lnx oll ll05 ILST ,atl'o{tl u^t t[ P'KMDCI) W Olll[n3' Concrete was placed with Sample was taken from the PROGRESS REPORT: PunP rtruck discharge. a cl1ptFq Michacl Barbel Architccturc; Andcrson fi Ilastings; PCL Construction Serviccs; Wcstcrn l{obilc; URS Consultants ; lrlr. Gary Murrian; S. Urton T. Laudick FIELD OI]SERVER APPROVID tT ChcnSNorths-n,Inc.'arErlrvt | ^ttrF.! .hd :-r'nhr. -,-t-- ?b\s$REPORT OF CONCIIETI TEST CYLINDER DATA TO:.t'OtVN Ot: VAIL Jou No. 4 398 9.0 DATE: 1L-20-90 Attn: Mr. Stan Bcr.rymirn DA,Ly REpOt{T NO. SHEE1 1 OF 17S South Frontagc ltoad vail c0 81657 tNvotcE No. PROJECT Addition to Vai I 'l\'an spolt at i on Ccntcr, Vail, Colorado. PTACEMENT LoC^]ION: -Retainlng lt/al1, Station 3+58.32 to Station 8+85.82; UATCII ICKTT NFORI/ATION: SUPruER Western l''lobi Ic rnucl( o. 119 nuE B To{ED 7:42 4.14. xcxEr r.lo01 3228 urx oEslcN r.lo. idix A cu. vl. S nMr AffRlvTJ 7 :58 A.At.nrE P|..^6ED B:10 A.NI. FIEU) TEST]NG INFORMATION: nuE IE5T r J(E 8 : 30 Al,r sLuup 2k JOO SPEC|nC nol6 suruP 5-5 lN. tN. An corrlEltr 4.0: wEr uNr wEcllr 746.2 pct. s^IPLE TtXP.60op.,un rclr.4gop. AJR CONTEI$ 4 - &T WArfn ADDCD Al SITE 1l Col. ftElr{ffXs CYUNDETI INFORIJATION: llo. oF (:n,NDFIs 4 r:n,t.lt)Fli stzf (>tt x 17-tt ltut. CrllNlr[t{s O^.5r 3:45 A.1,,I. wlmE c.\sr Orr-Si tc CURING INFORMTION: lNfIU|. CURE On-Site HA-o 5;1o1A6E F cllmEs Cure Box MN,/MN(. O TElnUE AI t4r 11_22_90 oArE SIRIPPET 1,1_22_90 W: .A.. Bath'hc REu/^riX& AGE IAIT DA'IE TESTED TOT t- LO D (r.trs) OIAME'IL'I(frc't[5)NIEA(so. H.) couP. STn. (r,sr) TTPE OF t]1I\CTUnI cnjHDEn WOG'IT (urs) crulrorn ulrtr wDc| (r ( '{:}') 7 2B 2B 28 |t-27-90 12- 1B-90 12 - 18- 90 12- 18-90 102,500 6. 00 6. 00 6.00 6. 00 28.28 28.28 2E.28 28.28 3630 shear DESICN SIR€NGTI1 3000 Pst o 26 D\\6 rtjrS uY t,lxt\ IoRt rrRsrtr[l ,.'rr |rl l.J:atll]rt4f wttlt l''n tiltlt anu vf-lllo{tii In{t= orllur 13{ llolfo 50raf |rlr ulrl tK)ll oll tllts l[5r lttl'ofil lt J rt fngfito ItY ollll,l5' Concrete rvas placed witlr Sarnnle was tahen from the a pumP, truck discharge. PROGRESS REPOKT: CO'IES Michacl Barbcr Archi tccLurc; Andclson €r Ilastirrgs; PCL Construction Serviccs; lVe sterrt l''lobi 1c; URS Consultants; Mr. Cary Murrian; S. Urton T. Laudi ck FIELD OI}SERVER APPRO\4:D gY NlUlmu|iil''IcTl|.'oct|''o!.T||''iEE[rnG|ml|vl-..l|tnf'nnrsr'r':'{mr,rl|DA.|rrro'i1nf',lwt''rnor, .r <tll qt t.ri crlril I iirlrraouarlt t urrt t-s3 onittr lntwqtl,tlos lnt_ tartft.D ro rt v rlllflc. I "-$, or rr,.lrfirflr-. ,f co6D.d,- .rd fh, c|rtl tJ a/go .Chcn 0Northcl'n, I rrc. I ',r*rllrr1 l.?r,r..,r .nn :<l?'ll!tr REPORT OI- CONCRITE TEST CYLINDER DATA r.3^Utm[|'FrcrgTrHI'.jtrrrr:!I|fF|'|.lt^'|oGli3't\4-i.||ln'tY'm5,'''.'t,'rtnrlroAlil||r.'|,llotlfrW..mrr.'5trl|!.r.i!.o'|(it'.irtRonrxt'l.,l:i.'|.)v(np|er,l||',.,ou'"'i'm'.iii'iiouFrl tr t ru-rs orrrt-t ,nnlr|ollrltr|3 ^,ll. r.,nt t.o lo rrr w,lrrrtx:. a h-r{, 6. rrl tli lc-p or ro,,r&,- a6,!n U.. CtrtllJ a/9O "1n' TO:TgtrN 0F VAr t, JOU NO. 4 398 90 DATE: 11-16-90 Attn: Itlr. Stan Bcrr-yrnan DALY REPORT NO. SHEEr 1 OF 275 South Frontagc lload Vai 1 CO 81657 tNVOlcE No. PRGJEGT Additlion to Viri I 'l'r:a nsPort at i on Ccnter. Vai 1, Colorado. PLACEMENT LOC.A.I IoN:-Stair No. 12: Wall, Level 3 on Colunn; Wall, Lcvcl 4, East of Slab; Level 2, Retaining Wal1 Extending from EntranLe; TIATCH TICKET INFORI,{AION: SUPruER Western Mobi le rnucK No. 119 nME Ir TcrlED 11:14 A.[t.nME i\RRrvtD 11:29 A.l\1. ncxr NoOl 3210 Ma oesrcx rc. Mix A cu. )o. B T]ME Pt,\C@ 11:40 A.M. FIELD TESTING INFORMATION: lluE TEsr TAr(EN 12:00PMsLUMp 3k IH. tN. ArR collrEl{t 5 . 6: wEr UNII wEG}lI L44 .0 pd. NR CONTENT 4_gIW rEn ADD€D AT Sm 2 s,\riPE ][ilP.65op.,rrR rC!e. 55op 7 cof . no,{^nr(s: 24 of 32 vd"JOo SPECtnCAnOlG surMP 1_5 CYLINOE'I INFORIT,GTION : lro. oF c\1_rNoERs 4 dYUlr)E,t stzr 6rt x 12rl IIME C'IINDERS C^57 12:15 P,M. wuErE c,\sr on-Sitc CURING INFOR}i{ATION: IMIIAL cuRE On-Site Ro, sron"f6E F^clurtEs Cure Box MIN./M X, o TL^ME Ar uvr11-17-90 nlE slRlPPm 11-17-90 Br: A. Bathke n€l!\nKs: AGE D\LS D IE IESIE) TOTAI L(r D(rrs)u^uETfJl (mcl|l5)^'lEA(so. rrt.; cor,rP. sTR. 0€t) T/PE OF T1IACTURE CI1JNDEX wElctfi(uls) crLtHoFx uNfr wlcr fr(rcn 284 28A 284 L1-25-90 72-14-90 72-74-90 12-1,4-90 93, 500 6. 00 6. 00 6.00 6.00 28.28 28.28 28.28 28. 28 3310 shear OESIGTI SIRENGI}I PSt o20 04163000 IIJIS |ty t fxf,t tDfit rt R--,o.ort I a.r trr tat(,fl0rlrif. trnl |Ifln rnf l.(tu r'ra.llnn: Itn l:s onll8wlll: rlolfo 5ollt llltollg tloll oll 1116 ILST lrtl'ofil u Y lx: ftloilxl, Itf oll -m. PROGRESS REPORT:Concrete was pumped into the forns, Sanple was taken at the truck discharge. coP,Es xi:li::"'t'll::.il;:;."cture ; PCL Construction Serviccs; l\tcstcr:n llobilc; URS Consultants; lrlr, Gary Murrian; S. Urton T. Lauclick I.IELD Ot]sEfil/ER APPROVED [ry ChcnSNorthcnr,Inc...ra r,rr ldr16..r. 6^rr :4ri'0.t. REPORT OF CONCRETI TIST CYLINDER DATA rs^utmWFnorC:TrF.nodr''T:t'ItfFtt'Er,{'d|'tf'l.v'"i.,|Lnl'Y,(I1ld;:ilmr!lrlnAtnrr,''f,r','w-.Jt(rlnaYto ar srl[uf Irrs. c.rt nn6 nn Fltr..ts.-ounlnt t n Lrs olrrtl ,nfi.,qLluns ^,tl_ f.Jll Lo lo tl ltnrlltlc. ^ ri''rn- d |h.l l.llll l!.!.n o. .o6rs,rF r.rir |rt. Cutl l! r/to TO:Tol{N 0F VAIL JOU No.4 398 90 DATE: 11-16-90 nttn: Mr. Stan Bcrryrnan DAILY REpOf{T NO. SHEEr 2 OF- 275 South l;rontage lload Vail CO 81657 lNvOlCE No. PRcjEcr Additlqil to Vai. 1 'l'ransportat ion ccnter, Vail , Colorado. PLACEMENT LOGi\TION:Roof, Stair Core,Stair No. 5;Sidewalk, Level BATCH NCKET INFORIT{ATION: SUPruER Western Mobi 1c ]nucK No. 44 ncxtT NoOl 32LS Mtx DEslcN No. IUix C cu. yn. 6 nuE ARfrrvED 2133 P.M.nuE Pt/cED 2:45 P.M.TIME rATorrD 2: i.9 p.M. JOO SPEG|nCAnOITS sLUuP 3_ 5 tN. FIELD TEST]NC INFORMATION: nu€ lul TA<erI 3:00 PM sr-uup 2t ^rn corflIj{T S.2zws uNn wElclr L46.3 pd. ^^ "o*t18'z r w^'ri ADD.' AT snE S 5ArlPLE r0/P.65op.,tn rure.56oP. cot. no/'lnt(* 6 of 12 yd3 lt'|. CYLJNOER INFORI,,IATION: llo. OF C''{JNDERS 4 r:nnrDEt stzE 6t' x 12'l 'llut- (;rLlNDErfS C"\sr 3 : 15 P.M.wllFJlC G,t5T On-Sitc CURING INFOR}.|ATION: lNnul cuRE on-Site Rtr.D sronircE Flcrunrs cure Box MtH./r,{ x. o^rE,rnue r,r u,,,id1-17-90 tr4lE sr1tpprD 11-17-90 By: A. Bathke Ror,r\RK& AGE t)^lS o^lf IESIE) TOrA t.O\D (urs) t)t l,tEItjl ([.rct1[s)NI[A(5a. rlr.) colJP. fln. (r'31) T/PE OFflt cTUnE CYIJNDEIIwocrr(uls) CruIIDER uNIr wt:rolr(rc'l 7B 288 288 288 11-23-90 72-74-90 1,21-4-90 12-14-90 L22,00O (r. 00 6. 00 (r .00 6.00 28.28 28.28 28.28 28.28 4310 con/ shear OESIGN STRINGI}I 4500 Psr o20 0\16 rI5T5 lly t DmAIolTy rt Fs{r|lrn lr.r |rr Af;frrt!.rt1[ Yv|tlt l,tPl Elrl f {ttrl Ut-llKxrli lll{f= OnlLIfini{: lolfD 3O![ lrJf(r|rUl|()ll olt llll5 ll:'l ,ltrv(.t v.{Y t[ m(^lDfD I'/ Ollluls' PROGRESS REPORT: coP,Es li;li:1,,T'li::.f;i;'"cturc ; l)CL Construction Serviccs; Westcrn t'lobilc; URS Consultants; Mr. Gary Murria:r; S" Urton 'i', Lalrdick RELD OBS-ER1/ER APPROVED [IT ChcntlNorl.hcrn, hrc ffi0N0rt B0iggl,.rE,lllrt tr{l'|-t. .rkl !.1- ,.r. ; ;.i REPORT OF CONCRITE TEST CYLINDER DATA ts^{|mulmfIcEHmcr['{T3I[nrr-E^'lod|R3'l'!,rs.rttIrF}fls!d.ll,rtqln.DA.il||.f!''llx}|llAt.f|r.fqtf ar slllTutrtts, ornd tExr6 otr rxtr,rcts Trbu atn llawloDn iorrr\lnD t r4tsl on{t laMl(f,l|tMs r^f }GmlD lo lrl wrllllllc. ^ trr{' .. tr.l iltttl e,-- .r !o.nro.l.. r.d rh. CstllJ a/90 Io: ToIIN 0F VAIL Jotl No- 4 398 90 DATE: 10-31-90 Attn: Mr:. Stan Berryman DALy REpOFff NO. SHEfl' 1 OF 1 75 South Frontage Roacl Vait C0 81657 ll'A/olcE No. -pRGJECT Additi.on to Vail Transportat.ion Center, Vail, Colorado. PI.ACEMENT LOCATION:Stair Landing and Steps, Level One to Tr.{o, Stair No. 101 &qTCH TICKET INFORI/ATION: SUPruER Western Mobile TluE n Tot@ TnUcK lto. 119 7:41 A.M. ncKEr No.01 5009yy NUE ^RRIVED 8:OO A.M. 1p. Mix C cu. ro. 8 TluE Pt rcED 8:10 A.M. DESICN FIEL9 TESTING INFORMATION: TIME lEs'r r,rxor B :30 AM sluup 3L JOo S PECtnCAnOtrs 5UJMP 3- 5 tN. tN. NR coNrElfr 5.8; wEr uNn wEGtff 142-5 pa. srreu rrxr'.6 80 ,u rolp'40oF ' ArR CONTOTT 4-8x w^rEi ADDED AT SgE 4 thl. RAARK* cruNOER TNFORMAION: rto. oF cruNoF-Rs 4 IIME C'UNDE'IS O\ST g:45 A.M. wllEnE c^sl 0n-Sitcr,^n IHDER slZt:- (rtr x 12tl Cure Box CURINC INFORI"{ATION: ItlnAL CURE On-Site o rE srRlPPm 11-1-90 no-D StofircE rrctuTrEs IIY: S. Urton REllARXS: MlN.,/MA(.MrE/nuE ,V ulrll-1-90 AGE0E DATE IESTE) lmL LoD(us)DTAMEIE I (rlrclrEs)lno\ (5a. rN.) couP. sTn. (Psl) TYPE OF FIT'CTURE C'ILINDER wE ollT (urs) crulro€R UNII WEICI II (Pcr) 28 28 28 28 11- 28-90 11-28-90 l1-28-90 L 1- 28- 90 143,000 137,500 141,000 137,000 6.00 6. 00 6.00 6.00 28.28 28.28 28.28 28,28 5060 4860 4990 4850 shear shear con,/split shear DESrcN STRf-NGIH 4500 PSt o 26 D^YS TETS llY t DOII^TOF |'tRg ltltl. ,u?t [l ]atrtfl(wlcf, wtnl |,'rl tTlrf alTv !rt-]lnm I rJs o'lltntEf tlolfD lolfE $lluruAlloN oll nlls lLsT fltDofit t{AY m I'ttonx, tri olllu(3' tR"*ESS RE""-f,Concrete was placed with a pump, Sanple was taken from the truck discharge. nn'rrrc Michael Barbcr Architccturc; Anderson f1 llastings; PCL Construction Scrviccs; Wcstcrn lt{obilc; URS Consultants; Mr, Gary Murian; S. Urton T. Laudick FIILD OBSEFI/ER APPROVED TT ChcnSNortltcrrr,Ittc a.&1u.r1 adgnt-'. .Dd 5<r',lhl. REPORT OF CONCRTTE TEST CYLINDER DATA ffitFl'nE'rDorF3.|'v1,^tfF''{''rTs-'rrttrn.ntDA<ll|r.o''ro|x|r^l--r.|ry.fFffof.i,nct,t.l|T1|'!o,!nrx'rIl^lr,'|rr'nr|nir.{-trt .r StA[,rXr\ mrtl l rirr..l ot r XtIrClS tlm{ (t! 'lcurr)llr('aouru lID u||tAS O|llt.l ,|lll ]E(Jltt,ls l,rt tarrtlD lo ltl rlRlllllc. ^ .-!r.' .. rr-l_i@ o-,o or Gohnon,- totFr rr., Cuf,l IJA r/m '\" Tor{N oF VAIL Attn: l'lr. Stan Berryntan 75 South lrrontagc Road Vail CO 81657 ition to Vail 'lran Ttati on Ccntet Vai I . Colorado. JOr.l NO. 4 398 90 DAILY REPORT NO. IMVOICE NO. DATE: 11-1-90 511EE1 I 0F Stcps, Level 2 to 3 and Step Topping, Level 3 to 4, East Steps, Stair No. 11; I]ATCH NCKET INFORI,,IATIONI SUPruER lllcstern ltlobi 1e rnr.Jcl( llo. 100 8:16 A.lvl. ncKEr no.01 3021ux 96s16x pe. Mix C cu. \o. B nME /\nnfvtD 8:35 A.lU. TluE Pt'rc@ 8:45 A.lt'l. FIELD TESTING INFORMATION: IIUE IE.T TAXEN 8:554],1 3LUMP JOO SPEClnCAnOliS SLUUP lN. AjR coHTElIr 5.27 Wr UMr Wtlctn 143.7 P'1. sarlPLE IEMP' 72o XA rrue'5gop N. JR CoMIIHI ,r a jt wATEn lDDe]D AT SrfE d c{1. nE},lARl6: C\IIINOER INFORT{ATION: rt.o. oF cnJNoERs 4 6tt x l2tl IMr c/LlNDFtis c.,LSl 9: 10 A.t'{.wtltrlE c.\5T On-Sitc CURING INFORMAT'ION: ll,tlTl L cullE on-site RELD sroR/rGE r^crLmEs curc Box M|N.,/M x. e\rElnuE Ar wr' 11-2-90 n^rE STRIPPED 11- 2 -90 Br: S - lhton RET /\RX& 6. 00 6.00 6 .00 6.00 conical con/sp1it con/sp1it con/sp l it 3890 4860 5020 s020 28.28 28.28 28.211 28.28 110,000 137,500 L42,000 742,0O0 7A 284 2gA 28h 11-8-90 11-29-90 11- 29 -90 t 1-29-90 4500 Psl o 26 D 'rs lEsls ltt t{lcruKxll rfrsrtlrrll. A f ltl r.rrmo,rif r1ltl lt{tt l}'rf Asru -u'llr,ni l,'rt tJs oDlrniwEe loltD So!f, ltltrl. AnoN 6ri rirrs -t rsr-rnrcnt u Y tf PtKMo(' ItY olllt'Rs' S. Urton T' Laudi ck HELD ODSETWER APPROVED LTT coPrEs xl:::::.T'li::.iilil'"cture; PCL Construction Serviccs; l{cstern I'lobi lc; UllS Consul tants ; lulr . Cary Murrian; ChcndrNorthct-tt, I ttc 'n'nrlt.tl lr!l,srr 6^rl S.b'll(. REPORT OF CONCRETE TEST CYLINDER DATA TOI{N OF VAI L Attn: lvlr. Stan Be:r:rynan 75 South lrontage Road Vail C0 81657 tion to Vail 'l'ranspor:taf ioll (lclrte'r Vai. I. Colorado, JOr.l NO. 4 398 90 DAJLY REPORT NO, ilwolcE No. DAT[:11-1-90 5g6gT 2 oF Deck 'l'opping Replacement, Level 4, Lines A to B.1 and Line-s 4 to 6; BATCH TICKL'T INFORIJATION: suPruEn wcstern Mobi le Tnucx fto' rl4 TlcxEt No' 01 3024 ux pgslcx No' Mix F cu' Yo' 3 T]ME nArcttED 9:48 A.ltI. nME ARRIVED 10:05 A.t"l. IIUE Ptfc@ 10:45 A.lt'l. FIEll) TESI]NG INFORMATION: TIME rEsT TM$r 11 :30AM sLuup 3 n. An *r*rJ0'9 t wEr uNrr wrcm I24 .7 Pl.'I.sATPLE rErP.7 30 ,vn rele.550P Joo spEcrnc^norc sLuup J-s ,n. ^, 3&frSrrtltfrttn^r.t ^DDr! AT sm 10 r,ol. RA]ARK& 3 of 6 ydr (itr x 12rr llME CYUNDFRS C-Sr 1 1 : 45 A wHEnE c^'r On -Si tCYUNOER INFORIVfiTION: 1t). OF CYUNO€RS 4 CURINC INFORI,IATION: lNmL CURE 0n-Site Fro! fiott|EE F crurlEs Cure Box MrN./M X, o/\I[,/nM[ ar u,rr:r 11-2-90 I)AIE SIRTPPED L 1- 2-90 tlr: S . Urton RE}rARK* PSt o 26 D\ls con/sp l it shear shear c on/ she ar 3060 2420 2390 2390 28,28 28.28 28.28 28.28 6. 00 6. 00 6.00 6.00 86, S00 68, 500 67, 500 67,500 11- 8- 90 L1-29-90 11-29-90 11.-29-90 lfsts or urtdr tollY ll ttsarr|ln. l'lf lrl Ltr)nu lct: r{Inl '}n laltr Asl! -l,-frlKtl's ltll l:s orlul1f6€ llolfo 3ot{f tlr onu l.o ori iirrs -rrsr'mnonr qY Il Fllg/lDU) L/ oltluls' S. Urton 'I . Laucl i ck FIELD OI.}SEIWER APPROVED tT ..\orr.e Michac I Rarbc r Arcltitccturc I Anderson li Ilastings; PCL Construction Sc'r"viccs ; l{cstcrn ltlobi Ie; URS Consult llts; Mr. CarY Murrian; ffifn,nEDD0|t3rt'vl\t|lIr'r'rtI:r'i:..'|Fn.ll|DAsf|fforf,D|||w...P'('!'.ft.,fd,nc|[t|T5!,,loAmr'ftrl^rr|rr'T*|iono.n^rrr{',rs..n||othnr6onfxl'|crsr'nu(ntrtGr,||,0r,ouoor^,.?i.....liiii"i'u^rriiti'6'l.' lt 9 rc ts 4OUl\Inr uf{tJs on|tl ,ffr txttlt]os laf, r.fifit lo rl r*rlrlrc ^ .i*'{'- o. rr,. I tlilfl c-. ot coh!o,,,- .rrd rr.. c|rcllJ a/9o ChcntlNorthcnr,Inc 'a.Erud, lrgl'|*r nirl kltrlr.r. REPORT OF CONCRETE TEST CYLTNDER DATA TO: TOIVN CF VAI L Attn: Mr. Stan Berrym:rn 75 Sotrth Frontage Road \tai I CO 81657 PRO.JECT Addition to Vail Tran ort a.t i ort Ccnte r Vli1. Co lorado . JO0 NO.4 398 90 DAJLY IiEPOT{T NO. $.{volcE No. DATE: 11-1-90 sHErr 3 0F 3 Stair Core and Structural Slab, Levcl 2,Foundation Wa1ls, Stair No. 12; TrcKfi llo.01 3031Mu DEslcN r.lo. Mix A cu. ro. 8 nMC AnRrt/ED 1 : 13 p .M. TIME PLiTCED 1 : 30 P .M . I]ATCH TICKET INFORMATION: SUPruER ltles tern Nlobi 1e FIELD TESI]NG INFORMATION: TIME 1E5r T XE}l 1 .4S pM 5LUUP 3 Nn coffltr{T 4"8: wEr uNrI wEGtlT 145.1 A.rR coNToIt 4- 8r IvAIER ADD@ Ar srE SATPLE TEIJP. 7go,u rrlr'.61oP' cot. no^AnK* 40 of 48 YdJ CYUNDER INFORMATION: lrc. oF Or'uNo€RS 4 cYtJND€lr stzr 6rr x 12"'IuE crLlNDFnS c-,r'sr 2 : 00 P .Il .wHEnE cAsT On-Si tc CURING INFORIVIATION: lNrIuL Cune On-Sitc naD sToflrcE FlclUTlEs Cure Box MtN./r4( p1TE;nyE aT Lra11-2-99 oAlE sIRlPPg) r r . .t.\ tY: c Tr,-+^- REll{nKs conical con/sh ear con/ shear con/ shcar 3430 4244 4160 4260 (r. 00 6. 00 6.00 6.00 28,28 28.28 28.28 28.28 97,000 120,000. LL7,500 120, 500 1L-8-90 11- 29-90 11--29-90 11-29-90 IETS EY |..^noaurxfl alris.torll. ant [l r.r.(tru rr.f wltl ^J'l r7Jlf asr|r -|/f-llnoi Inllris otltt, 'Jst tplfo 3o![ Ilttottu l]ou oli iils-tlsr fi1,'(rrl lt Y lf fllg/luLD ltr ollltJts' PROGRESS REPORT: Concrete was placed with a pump, Sample was tal(en fron the truck discharge. S. Urton 't' . Laudi ck FTELD OI.]S[[WEII APPROVED |IT MichaeI Barbcr Architecturc;uunr'J AnrJerson fi llastings; PCL Constrtrction Serviccs; lVestern ltlobilc; URS Consultalrts; Ivlr. Gary Murrian; {! A uvnul F|n'lTcTrfl to cl |rtrTs. n|t nnrE l,|o fllti3rl.llt ttl. rrrntns ,,iI rio* tr srerurlrrJ cartl t lsrtrri on D(mlcrs mov an nlc nl)rrrt oun nl.l.ortr1 aorrr\tnD ur4t,ji:l qn|tt rxnaottrufl: |,rt' ,r:tlll,o lo |tl lfHllltlc. ^ ,-r{, .,r ,r,.1 ililrlc-. or .odeo.r- rorir tl6. CufrtJ rtl9o lrmrarlrt) As lrla aorrltxtln^t flit! nfi of d'n cl torTl lTo ia'Jlrnfitf^rnrl tr|.| nir-A_ tt";;;;';,r^r1tiiorrri'buo,tttttttt r'r'ttw^- "+'nti lYrll of ut.:r$1Lu or lltA llsrlrrc rt ,/Chcn*Noflhcnr,lnc EtoEc 5 Pq)'a.alu6r hcl,'-rt on{ REPORT OF CONCRITE TEST CYLINDER DATA TOWN OF VAIL Attn: Mr. Stan Berrl'rnan 75 South Frontage Road Vail C0 81657 PRqJECT Addition to Vail Tr:ansportation JOB NO.4 598 90 DAJLY REPOT{T NO. rl.{votcE No. Vail, Colorado. DATE: ll-2-90 5sg6T 1 0F Center, PTACEMENT LOCA]ION:Steps, Level One, West Side, Stair No. 1L; ncKEr !.p.01 3042 uu oEsrcx rc.40/MixC cu. ro. 8 I]ATCH TICKLT INFORMTION: SUPruER Western Mobi ]e muc'( No. 9:28 A.M. 46 IME BATO'IS)nuE lnRrvf! 9 : 44 A.M .nME Pt^cs) 9:55 A.M. I sAtrPLE TE P. 70o ln rE)/P3soF. lidl. ROIARN,S: NELD ruSNNG INFORMATION: TIUE TE T TAKT}T1O:I.OAM 5LUMP 2 tN. l;1. AIR CoNIENT4 .4=Wq UNn wEct lr 144.3 Ps{. AR cor'lTElfT 4 - 8 .T w^lEn ADDET Ar sm 9,JOO SPEC|F|CAnOI|S suluP g- 5 (:YIJNDE'I INFORNIATION: r.ro. oF cruNo€lts 4 c,^n llll)E r SfZt:- 6tI x I2tI llME ci|tlNDttls c.,gr 10:25 A.M. wllDlE c^sr On-Sitc CURING INFORMNON: ItttluL CURE 0n-Site Fltr sToRtGE FlctunEs Cure Box MrN.r/Mr,,\. o^tEnuE AI L^& 11-J_g0 0AfE SrRFPED li _?_on F: e ltr *nn nE r\RK* AGE o^YS oAlE TESND Tgr L to^o(rrs)Dr uEtE l ([.rorEs)ATIEA(sa. tN.) cor/P. sIR. (r5r) TYPE OF FIUCruRE C'T1.'NDER wEc+tT (urs) clruNDFX UN'T WEGIIT (Pcr) 7A 28A 28A 28A 11-9-90 11-30-90 11-30-90 11-30-90 137,000 157, 5oo l 145 ,000 152,000 6.00 6. 00 6 .00 6.00 28.28 28.28 28.28 28.28 4850 5s70 51s0 5380 con/sp1it con/sp1it con/split con/split OES'GN STRf,NGIH 4000 PSt o 26 D{E llsl:i gt uttdr^lofff rfls(tlfln. rJltt lfl Lr,fi|tr^|rf, fint rti'l r]rtf ,\ltrr lfJll)oli trrl fss otllLa|{ElE l|olEo sQlrt n oftu^l|olr oll llns It s ttr*ollt u^Y rt rnovtocD ttl olllutl. PROGRESS REPOKI:Concrete was placed with Sarnple was taken fron the A PWP,truck discharge. CO'IES Michael Rarber Architecture; Anderson fi Ilastings; lCL Construction Services; Western llobi. le; URS Consultants; Mr, Gary Murrian; S. Urton T. Laudick FIELD OBSEfiVER APPRO\ED I'f rtlUunulm(mcTrrtloe|[{Ts'T||tF|,ttEl'|oollis'|.vfs.,|LarIT'r5,[slni'lrfDAst|ff4r'rn|'|'wr'rr''r'rr'ofdnc|[rr'l,,lo^|'l||j^lrix of sfrrrrltrfs. c{tr4ut5rr6 0n rrm,rats rl.tq dl rta:rJlrrrro to|lr\lnt rnllsl on|oi |frtwgjru{ls lrt ra,r{Lo lo [r wRlllllc. ^ 6-$- .. rrl irfr f--J e'.. o. Go6r.,,r. r.rn tlr, Ca[llJ a/eo ChcndrNorthcnr,lnc ',tnlr,.v, l-^glr*r. r^! REPORT OF CONCRITE TEST CYLINDER DATA 7f1, TOI1IN OF VAI L Attn: lvlr. Stan Berryman 75 South Frontage lloacl Vail C0 81657 PRGJECT Acldition to Vai I Transrrortation JOO NO.4 398 90 DAILY REPORT NO. I.JVOICE NO. Vai I , Colorado. DATE:11-2-90 SHEff 2 OF CcntcT I PLACEMENT LOC.AIION:Colunrn, Lcvel 3; Walls, lllest Curved Wa1l and Top stTeet Entxance, North Wall of Core, 5t Lift, Stair No. Stair No. 5; B TCH ICKET INFORI',hnON: SUPruER Western Mobi 1e mucK o. 12:19 P.M. 44 1cKfi Llo.01 3055Mu ooon *. Mix A cu. yD. , I TIME tr^TclID nME AFnr!€D L2:39 P.M.TIME pr-^cep 12:45 P.Nl. FIELD TES"IINC INFORMATION: lluE TEst rx(ot 12:55P, stuup 3 I . IJR IN. AR 6sssg6 5.6: wEr UNr woq rr 143. 3 coirToll 4-8,lwATEn ADDID AI 5m p,l. a 9!,,|PtE IEl,tP. 70o ,tR rC!P.4Oo cdf. RDrA t(s: 24 of 24 ydsJOB SPECtflCAnOl|s SLUUP 3-5 CYUNOEII INFORM^TION:to. oF c;/ljloF,Iis 4 cYl DrDflt StTr 6rt x l2rl ilMt, cn,N0glts ors-r l;10 P.M.Ml[IlE c.\'r 0n-Si tc CURING INFORIr/ATION: INIIUL CURE On-Si.te RED 5TOTUCE FACIJTIES Cure Box MtN./r{/J( o TI4ME AT tArL11-3-90 O lE STI|PPED 11-3-90 Ft: S. Urton nrr{ RXs AGE o15 r)^TE lEs"tE) lgrL LoD(tns)DIAME'IfJI (['rc'rEs)NiEA(sa. ut.) couP. 51n,('sl)T/PE OFfll cTune CTUNDER wf|a+rr (uJs) c/LlHofx uNlr wt]cl{r (Pcr) 7g 288 288 288 1L- 9-90 11-50-90 11- 50-90 1t -50-90 100,000 130,000 l,26 , 500 125,500 6. 00 6.00 6.00 6.00 28.28 28.28 28.28 28.28 3540 4600 4470 4440 con/ shear con/split con/ shear con/ shear OESICII STR€NGTH 3000 Psl o 2r DATT rETS ttY t^ftqUfoRl FfltSaLlfln ,.f lll /..J:axr(rr'rf. vtlnl lrsi r.lJt f a<lll t,'Ilnlt' l,|ll |]55 glllUllf,Ef nOIfO solrf lllroruAl|o{ ofl llll5 ltsr lltr\onl u Y Hi ffionutD lrl ollltjls' PROGRESS REPORT:Concrete was placed with a pump, Sample was taken fron the truck discharge. coP,Es xi::l::,T'ffil.il;ll'"cturc ; PCL Construction Serviccs; Westcrn lt{obi1e; URS Consultants; Mr. Gary Murrian; S. Urton T. Laudi ck FIELD OI]SEf{VER APPROVED ['T rr^uUnut'Fnorfcrrxr0qrtiT:l'Tlt'F|l|ttE^''o0,Fill'vl?'.,|t[rn'rr\r,[:,l''Firl1DAs|l|r(r)r'tltxru|-.Jnor of <lrlTtltrar:! frrtl tnrtr.t on rxmAls mou o{ nl carrorlfl 4oururtl, u|ltr5s on[l ,,|tw€(uDfls f t ra.rnf,o lo ltl ltttllrfrc. ^ E 6- !r t-l if tHlg.t.,o or .06rol. 116 Fn. Caf,l IJA ./CO Chcnt]Norlhcnr,Inc.Rt['f ct: 5 1se0 ,.rtlr, I.?r'!.-.. ! ^.1 :qr-'llrl. REPORT OI. CONCRETE TIST CYLINDER DATA A!^u|mAtFGmcTlxIld['{En|rnntAt|nd,F3tl.!t-r',l|nrIT,rFr,{..ll'rnrlnA<l'llc.|'1o|]lll1,l-no'|f,rn^ltu''''3co'qtEtttlonIx||i|cIlmovf|r|c{|',|txl 4qvnln) utrr ltl on(t txn^r€t.uJls |,rl. |t.r||lo ll) ol wrlllllx;, r 6-$- a. u-lrii0e'-- .f G6oor.r.. .od ,lo. cutl IJA a/9O TO: TOIlIN OF VArr, Joll No.4 398 90 DATE: 11-5-90 n ttn : Ir'lr. Stan llc rryrnan DAILY REpOfff NO. SHEET 1 Ol-- 175 South Flontlgc ltoatlVail C0 81657 lrwolcE No. PRcuEcT Addition to Vai I 'l'r':rnspoltat ion Ccnter, Vai 1, Coloraclo. PLACEMENT LOCAIJON:Step'l'opping, Stair No. 1.1, Level 3, West Sidc; TIATCH TIGKET INFORMTION: suPruER Wcstcrn tvlob i 1c rntxx ro. 49 ncKEr No,01 3064 Mlx DEsto,t No. Mix C cu. \!. B TtuE II rcHED 10:00 A.M" nME /\fiHr!trD 10:10 A.lvl. lluE I'L/CED 10:30 A.lvl. FIELD TESTING INFORMATION: nuE lEsr r^l(rnlO:40AM sr-uup JOO SPECIFICANO}IS SLUUP 7go .lrt turr35cp.2\ ur. 5-5 tN. AR AR pc{. S HPII 1E},1P. 4 .al nol^lrK& co rElr5.S : wrr uNrT wDctr 143.9 coNTElrI4-8 I WArEn ADDCD AI srE cYt ttJoEll slz[ CYLJNDER INFORM^TION: llo. oF (lnjNoFxs 4 (rtr x l2rl llur- CnINUEIS {lr5[ _10:55 A^M^',vllFJtE C^sT On -Sitc CURINC INFORI,IATION: INIT!^L CURE On-Site nE_o srorLrcE F^ctLmEs Cure Box MtN./Mx. o^I!,/nuE Ar u& 11_6_90 DAIE srntppg) -11-6-90 0y: S. Urton Rrrranxr CE Dlis DAIE IESIU) tgt L r.o o (rJrs) DIAMEI}JI ([,rclrEs)NIEA(sa. rN.) co!P. $n. (t'3l) TT"E OF FIIACTUNE CTNDTII wE)ol fr(u$) CruNDER uNtr wT:icr (r (r"cf) 7 28 2B 2B t7-1"2-90 12-3-90 72-3-90 72-3-90 _1 28, 000 145,500 145,000 143,000 (r. 00 6. 00 (r.00 6. 00 28.28 28.28 28.28 28.28 4530- 5150 5130 5060 shear shear shear shear oEstGrl STRE}I6IH 4 500 r'sl o 26 oAYs IL5TS {It l ElArOtTt Ft rrsof trrl Arrf or /r{.fJ)rrorrrf w|nl ,'fl r,/vl f, Aal! r,ttlKttt:i |trrll5 ontur 13r: l|olfo 50|rf, llll(r!|r lloll olt ll1r' lLSt ,ltrpRt u Y ll. rnfftxl) lrl olllul3' PROGRESS REPORT:Conctete was placed by a pump, Sanrple was taken from tl-re truck discharge. nnortrq Michacl Barbcr Archi tccLurc; Andcrson fi ll;rstirrgs; ItCL Construction Scrviccs; Wcstcrtr lt'lobilc; UllS Consultants; Nlr. Gary Murrian; S. Urton T. Larrdick I.IELD OIJSEf{/ER APPROVED iTT Chcn€Northcnr,Ilrc.'a.Elu'v, | ^?l'r-.r n6{ 5.16lht. REPORT OF CONCIIETI TEST CYLINDER DATA (t^U|mu|loor€rrxI,n['.'s.ltltnFt!,|oG|mt|.vtt\rtlnr'Y'tTsr,r[:l'F'l,|||'At|l(olfrrxx'w..|tr'F,lTY(rot||tc|t[l!lllDio*.!ls'Arr!l'tIs..'iq|ti:r'6oFrn'^.Jsrrm{.itntc^,'0|'l|ovrnlnnl.:..i.-ii.;.r.,ounln|' u[u.:ts on{, lnllArE|Jruals ^, . |.J(LD lo t[ *tu||trc. ^ ,'r'{- .. rrlriiii-lc-- or .oarooi!.. .orr rb. 6r.ttlJ a,/lo TO:IOI\IN OF VAIL Attn: Mr. Stan Bcrrl,nurn 75 South Frontagc lloadVail CO 81657 PRqrEcT Addition to Vai1 Tr;rnsportat ion Cellter, JO8 No.4 398 90 DAILY REPORT NO. [{votcE No. Vai l, Colorarlo. DATE: 1L-6-90 SHEET 1 OF Level Three, Stair No. J.2; Column, Lcvel One, West Side of East Steps, Stair No.11; PTACEMENT LOcfitON:- Two, Stair No. 12; Curved Foundati.on Wal l, Foundation Wal1, Level 'IlcKET No01 3068 uu DEslcN r.$. Mix A cu. yD. 8 nuE lRRlvtD 11:00 A.M. lluE PL^cED 11:40 A.lq. &{TCH TICKtrI INFORI,IATION: suPruEfl Western Mobi le nuE n^Tctlu) 'lnucK ilo, 54 10:47 A.M. FIEU) TESTING INIORMATION: IUE TESr r xEfl 11:50AM 3L|d'te 3/4tN. Atn colnEur 4.17vrj uMr wEclrrl4s.g pcr. SArpLE rrun. 690 AJtt rfi/p.40oFl JoB sPEclFlG Tlol6 SLUUP S-5 lN. A,R coMrErr4 - 8 r wArB IDD€D AT SIIE trl cot. nae\Rr(s CYLJNDER INFORIvIAION: lKr, oF ctljNorEns 4 r;y1 t)ER stzt:- (>t, x 121, ut: cruNDERs c"tsr 12:05 p.M. ufiEne c,\sT On-Site CURING INFORMTION: tt{tlUl CURE On-Site RE-D $DrucE rictlrnF;5 Cure Box UN.,/[ X. O rE^uE AI L{rJ.11_7_g0 tAlE srn|PP@ 11-7-90 rr: s. urton REITARX& AGE tl16 nlE rEsrE tur L l.oAD (rl}s) D[r,tElFJl (Nc1rr5)A'IEA(sq. ur.) couP. stR. (Psr) TYPE OF TR/\CTURE CYUNOfN wEJOr|T (LlJs) cruNo€,l uHIr wLtcltt(rcr) 28 28 28 11- l.3-90 1-2-4-90 12-4-90 t2-4-90 102,000 r27 ,O00 125,000 .125 , o0 0 6.00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 36_L0 4490 4420 4420 shear con/ shear con/shear con/ shear DESICN SIR€NGIII 3000 Pst o?o D ls nsns ry ulp|r^tort atir5().rt|tl Ar.r |lt t..!n(r$r(:f l(rnt ^rrlr2lnrt atlrl |,lf-Illol)a Inn 1f,3 olllurdl3[ ltolf,o 30ltf |l|rutr|AtK)rl ott nn5 ltsl 8tl'oftl U Y ]t FnovlDU) fi Olllul:'. PRoGRESS REPoRT: concrete was placed with a pump, Sample was taken from the truck discharge. coP,Es xil:l::"T'il:l.ffi:l'"cturc ; PCL Construction Services; Wcstcrn ltlobilc; URS Consultants; Mr. Gary Murrian; S. Urton T, l,audi ck FIELD OI}SEfTVER APPROVED TT ChcnSNorthel'n,Inc.'.|EllLt l.ltr-.r .el 5ar,nLl. REPORT OF CONCRITE TEST CYLINDER D,ATA t.^urmr^l'!rc[cF'.r0.:ttl'{s.I|tF,rrE^,|f,o'i3ll.vl?i,|ln''Y,fF^'4:t,'i!nlDAtl||F.or't,l'|]tAt-'T|.''rnfritff al. fttrvt tn!, onrrt InirfrF on rxFr,ll ttfnu on nlc^nortrt aoufatlut ur4tstl olr|lli ,nn^rro{lrtral3 Atlt. raJlt l.o lo lrl llrlllltl. r En r- ., rl.l itiir lc-.- or Gonrro.'r.. .irtr r|||. Cr|Cl IJA a/m TO: TOT',N 0F VAIL Jott No.4 398 90 DATE: 11-26-90 Attn: Mr. Stan Bcrrynran DALY REPORT NO. SHEEr 1 OF 175 South Front:rgc lload vai 1 c0 81657 INVOICE NO. PRGTECT Addition to Vnil Transportation Ccnter, Vail, Colorado. PIACEMENT LOCAIION:Wall Cap, West Wal1, Wall Caps, Stair Core, Level 3, Stair No. 12; Level 5, Stair Nb" L2; TIATCH TICKET NFOR}/ATION: SUPruER Western lvlobi le IIME tr rcH@ 'mucx No. B:42 A.ltl. xcKEr NoOl 3246 uu DEstcN No. l{ix A cu. yo, B nME RRTYtD 9:05 A.M.llME PLACD 9:30 A.l.l. 44 FIELD TESIING INFORMATION: NTE IE5T TA(TI{ 9:45 AM SLUUP2 3/4IN.IJR CoNITJ{T 4. BF WEr UNr WECtfIl44.6 NR COMtBrr4 -.q rw rut iDou) Ar slrEJo|t sPEctnc^nol|s stuuP3_S tN. pcr. SAI/PLE fEl/P, a hl Raf,\Rl(s 6 70 AtR TDJP. 4OoF s ol l{ yd3 CYUNOER INFORI,TATION: 1to. oF c/ljxoqRs 4 cx t t)flt st7t.-6tt x 12tl lluE ctUNoeRS |:rt.sr 10:OO A^M-wlltllE Cr-sI on-Si tc CURING INFOR}/ATION: lMlul cuRE On-Site Ro-o sIoIucE F cturLj Cure Box utN./r{ x. o lE^uE Ar r.,rrr 11-27-90 oAlE SIRfPPtr) IL-27 -90 tr: S. Urton RFJT/ffKs: AGE u \as OAIE IESTE' TOT I- r.O{D(u6)DUTTETjq (NcltEs)NIEA(sq. rtl.) cotrP, sTR. (1,sr) TYPE OF FN,ACTUNE CITJNDUt wE'6lT (uJs) cfuH0€R uNtr wE]ar(rcn 28 28 28 12-3-90 L2-?4-90 t2-24-90 12-24-90 100,000 6. 00 6.00 (r .00 6.00 28.28 28.28 28.28 78.28 3540 shear oEsrcN sTRFf{(;nl 3000 Psl o 26 o 1€ IIJnl tr/ (^Xtr^m|lr rt n:l.rorn ^ t |tl f.tfr||rrtx:F- wllll ^Fr lc rtt AiM r''f,ltl)l'' l,'rl c3s olllt'Rlf,Ef lrotu' 3)ltt lllt ofir4lloN otl rllE lLsl nrrofll ! Y tI. ftl{'vll)(D l,Y olllLFs' PROGRESS REPORT:Concrete was placed with a PumP; Sanple was taken frorn the truck dischargc. coP,Es xi:::::"T.ffi:.iilli."cturc ; PCL Construction Services; lVcstern Mobile; UllS Consultants; I'tr. Gary Ivlurrian; S. Urton T. Laudick FIEI-D OBSEfWER APPRO\GD I]Y ehen€Nortlrenr.Inc.,i$'c Dtc 1 01990_Con.du,{ tnsllr#. o,rt 3<r-'thtr REPORT OF CONSTRUCTION ACTIVITIES as A wnr{ rrottlclDt ro ct,xB. n|' n'lE,rar atilFlwt {l trtr(ir3 fF[ qtrr'tfD a3 tr co|'atxrut. Fi..t.fY (r oltt clrx!:! |rAm(f'4]Ut f'! nT ru- I(rrds|^rn'xrscr'{ll,.D6f'El:(|l,|4,t:l'Pqrl.nmrwIi&turnr'gintrs.ir}'-r.,ijiniiiirri"orn.trrrrror'rlmaltwrrr:ruDtt6ac|! c(^rftlTt.D t'ulli ollt.l ^xtl r€tLr{n9 Ne ,4,tlt To |'| tallt{- ^ n-i* d r.[rllii-'lr-. o. ccrycr- ?an r{.. e.I{lortA a/t1t Tn.rv; TOWN OF VAIL JOB NO. 4 398 90 DATE: 10-18-90 Attn: l,lr. Stan Berryn:rn DAILy REpORT NO. 100 SHEEI 1 0F s75 South Frontage lloird Vai I CO 91657 tNVotcE NO. PRCNECT Additiorr to Vail Tl'ansl)ortat ion Ccntcr, Vai1, Colorado wFtTltER COND1ON5 AND TEMpEMTURE Clear 40o - 60oF. COI{TRACTOR'S CONSTRUCTION ACTMTIES PMSONNEI-: tlA,OR EQUIPMENT: IGIMTIES: Placing Concrete and Reinforcing Steel CHEN-NORTHERII'S SffE ACIMflES Observed an4 tested the concrete placed in the stair structures. Betlveen 9:45 and 10:00 A.M. the concrete pour was held up when the boorn of the purnp knocked a steel I-Beam off of the elevator shaft roof of Stair No. 12. Thc reinlorling steel of the Level 2 structural s1ab, the slab being poured at the _time, was danaged in the acciclent and the slab had to be bulkheaded approximately at Grid Line 29.8: Inspected the placernent of reinforcing steel in a footi.ng on Stair No' L0 and a Column on Stair No. 12. VERML COMMUNICATION WITI.I CONTMCTOR, ENGINEER. We inforned the ownerts representative ARCIIITECT, OWNER of our results. - Itlichac I Ba rbcr Arch i tccLu rc,COPIES Attn: lulr. Scott War.d;6111-y I'{urr1i.n ItCL Constructi.orr Services, Attlr: I'lr. l)cttny Armottr; Antlersort € llastillgs; .. UltS Constrltants, A!t1: Mr' -!rSr- l1iegj! ' Chen0Northern.Iuc REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS *l #,ffi*ffi TS## ffih*.S^,mooH#o^lFffiiffi,f 'XAE HI f##*"*ffi oo.ltftD ur I oltlt |.n|rrrr,.tt ,f, ldillt fo tl tllllrl a 'i.r.- r r-Ff-lii-lr'.r , ..nr--. t rr X., Ctrtl lat a/ao' Cdr.d{r{ t rgh.f| ai Sdt aH. TO: TgNn 0t: VAI l, Attn : Mr. Stan Bc rrytnan 75 South Frontaqe RoadVail CO 81657 JOB NO. 4 398 90 DATE: 10-18-90 DAJLY REPORT NO, 1.OO SHEET 2 OF 5 [,lvolcE No. PROTECT Atltli t i orr to Vnil 'l'r'anslrott:rtiolt Cclrtcr'. Vai.t. Cololatlo. Westernslffi rqobile SPTDEEATPT|$ sLUUP uD( l.O. Mix A/#? 0-.5|'ArR cor{rExr 4-8% AraElft TEITPER TURE R^fiCE 40o-60oF " lEtt]p.IRircfiio.no(Ef Ml.llll€ E TCHE) Ttu€ ARnl/D NT€ SAUPLED RfLotunot{ @U TER EDN RE\OUrnOil @rrxrER @raPLEnor{ A,B|c YAEIS l-ot'D/ CUUUI ItvE WA1EN ADOEDo^llrirs 1 2 5 4 5 6 7 AA 119 49 46 116 119 108 0L 28s7 01 2860 01 2861 0L 2864 01 2866 01 2868 ot 2870 8:50 AM 9:26 AIvl 9:59 AI"l 11:0OAM L 1 : 38AI"l L2: 11PM 12:S7Pl,fi 9: 11 AM 9:37 AM 0: 10 Al'l 1:12 Altl 1:50 AM 2,20 PI4 L: 10 PIr{ As Req As Req As Req As Req As Req As Req As Req As Req As Req As Req As Req As Req As Req As Req 8 16 .A JI 40 48 56 g I p g I 6 rEsrUI sll,lP(tn)AR (r) SEI UMT IECHI (Pcf) YIa..D COrcNETE TE'PE- R^N'RE cr') RETI^[{€ - PROGRESS REPORT .:nplF\ Michac I Barbcr Ar:chi tccturc I Andcrson {i llastings; Gary Murrain PCL Construction Sclviccs; URS Consultants; S. Urton S.L. Pawlak FIED OBSENN€R APPROVED Ff 'ChenONorthcrn.lnc, cul'tlltD t,.rtr of|Ir ru,rrrxn ,rra ,firt lo ll tEltr. A ir*r d r..(TiFltr.t d elrrrrr a6 15 tta|lrta a,/ro C.a-rlhl trftt -t di 5#L{, REPORT OF CONCRETE PI-ACEMENT OBSERVATIONS ffit nrE rt., qrttl,'t' 4r ,!!t'gl!! {,, :ri',',tt A! nE o.'!-.,ofiur--r.r?rtY d'crt oft'ni .,., Amrtr ^r'. roi n.x^- rp. '. rrarrrrrrl oorrurror G rrrr.cls ,*'. orr rro '.€ r. rtr6.if;*Fiilio^rrjiil;i.--wlirx irnwl- :t^ltt-':t nl tE oot\ntD rttl rE t)'c B TO: ,1g1g,1 Ot; VAIL JOB NO. 4 398 90 DATE 10-18-90 Attn: Mr. Stan llcr.ryman 75 south Frontage rbad DAILY REPom No' 100 sHEEr 3 0F 5 Vail CO 81657 tN\orcE No. PROJECI A(l(li.tiorr to Vai I 'l'rnnsuolt irti.on Ccntcr'. V;r.i I . Colorado. Western!{!q Mobile SPIEFEAIE|I! qr r tUP uu tD. Irlix A/#2 0-5rl Atfl coNrEr 4%-.9 eo ATS[}{T IEIPERAruRE RANC€ 40o-6ooF. tEt tirt Til.lCKl{L lrcXETrp.ltuE BATGH@ IIUE lnnfi/E) 1Il4€ s l|Pt-@ RE\^)U,IXX{ @{JNIAEOfi @UtrIB @t/Pt.Eno CI,EC YAG@rs/ cUUUl^Ilvt IIAIB IX)O o Llrt|s 8 46 07 2874 2:22 PM 2i28 PYI 2:40 PM As Req.As Req.72 TE Tur sl,t t? (Dr) ArRo$fit}{r(t) ITT UH]tr uoolfl (Pcf) Ytal) coircf,ElE IETPE- R^II.nf, co rtElrAro(s 8 4 5.3 1,44.5 68 Test cylinders taken this load PROGRESS REFOKT ^nDr'.q Michac I llarbcr Arcltitccturcl Antlcrson {i tlastings; Gary Murrain; PCL Construction Selviccs; UllS Consultants ; Wcsterrl l,lobile;,itd-"t6teh* pfuffiu'utot " Clten€Norlhcrn,Inc crrrtli t^*rr -a LL.tl,... REPORT OF REINFORCING STEEL OBSERVATION At l |lmlt ti'lTcrDt ro Gllxra rrl tirrE |,ar c.*I"tw1 ar [?o!t!! rra ttaTnD At nli cc|llrxn,t ?*t'ftTr (I. d'r cllxnl l'o aJDI|rt ID{ tct Pttr x'r- rur o. $^nraxrr oc.auEoq oi rxrucnr r.rirl clr rltr^rtrrr cl trofr-n-iGiiin']tiiixi-cr *nol;tiorrr- lertrr! lu E cr'fo[D tr ltri lriltx' B cDrn,(nD utalJt (I|ltl lr;r€olxl! l|f ,ctl, lo t{ nilrll ^ .'.t - .. rli tilTl r-r r -.'roi- f.'6 t&. Cttl la a/to TO: TOhIN OF VAIL Attn : Mr. Stan B.erryman 75 South Frontage RoadVail, Ct) 81657 PRqrEcT Additiori to Val1 Transportatior. JoB No. 4 j98 90. P41g 10-18-90 OAILY REPORT NO. 1OO SHETT 4 OF 5 INVOICE NO. Voil,CLCent c't' , STRUCTURE Stair No. 10, Footings toc^ItoN EIIVANON ROIFORCOIG c4o,torls vBnc L HO6ZONTA l0rto15rWest Line One . 40rto59rSouth Line A 10rto15rWest Line One 59tto68rSouth Line A 10rto15r West of Line One 68rto79.88r South of Line A of of of of 167.68 f - 169.5 | l-67.68 t - 1,69.5 r 167.68 | - 169.5 t 7 @ 8,r 0"c fl6 @ .10'r0.c 5@gil0.C #6 Bottom of 3 #4 Bottorn of 7 #4 Top of Fo #5 @ 9il0.c. 3 #4 Bottorn of 6 #4 Top of #5 @ 10r 0.c" Dowels to l4ra11 Footing, Longitudinal Dowels to Vrlal1 Footings, Longitudinal tings, Longitudinal Top of Footing, Transverse Dowels to ltlal l Footing, Longitudinal Footing, Longitudinal Top of Footing, Transverse spEcrflc r|or{t sIE- GRAIE 60 I n+s tso R€lgroRoltc ct"E xl-q{Esse Clean O snoe Dutrr}s us@ cLE 'ut|CE A D CCwER As Specif ie6 D cot{IR|gKn AovtsED sPuctHc: sPEcFrc rx * As Specif ied D rutl-TllrE olEEIrvAnoN B R Srrppoinr: Tt?E El prrr-nUr Oo$F|tATlOll Ftl{EH l}Pl.ACE Co|IffiA||CE U€T PRO.ECI UEf PR0.IECI 111TEHEOflr n€o( tRo/E}{Ts R€ClUtR€Io{n; RE_DdraN@tl€t tNrr rrY WtlE}l o(^rHf,) RE-Oqnl g) PROGRFSS REPOFT Michael llarbe r Architecture, COPIES Attn : Mr. Scott War<l : Gary l'furrrin PCL Constnrction Servi ces , Attn: ['lr. l)enny Armour'; Anderson [i llastings ; UllS Consultants. nttn: lr'lr. l,es ltlood: S. Urton S.L. Pawlak RE.D OBSETWER APPROVED TY . Clrcn*Northcrn.lnc. REPORT OF REINFORC|NG STEEL OBSERVATION h.:drrt ane..s -i S<ftt|.'r' JoB No. 4 398 90. DATE: 10-18-90 DATLY REPOT{T NO. lOO SHETT 5 OF 5 TOIVN OF VAIL Attn: Nlr. Stan Berrynan 75 South Frontage RoadVaiI, OO 81657 PRuJECf Atltu.t.iori to V.til 'l'r:utslrort lt t i on Ccrltcr'. il.{volcE No. Viril, Colola<lo STRUCTURE Colunn Stair No. 12 5 Tiesx2J.t'fl, @ 10" O"C. sp€crFr Tro+t* stEE- cR De 60 El n us uso RglFwtq1Nc ctl,ll1uNESt: Clean E slop Duwlllcs usED cLEAMfrc€ AlrD co/& As specifie4 O cor{TR cron Ar}vrsrD spL.rctNc: sPEcFrc ron* As Specified o R',Lt-IIUE o{tsrEFr'ArloN grn silpf,ofiIs: rrpE E prrr-nue oosErr'AnoN FllttsH INPI ACE COUIPUIICE Ho*r Hfl,'ffi[ H{,ffii,ll *.-$.S,*$nJl lNllr llY wre{DGUIi{€D trE-[]( rllN@ x 10-23- 62,L6r - 11 nl GridLineA630. S" Urton S. L. Paivlak flELD OSSERVER APPRO/ED tf/ Michacl llarber Architcctu re, COPIE-S Attn.: Mr. Scott lJnrti; Cnry l.1r rr':r irr PCL Constluction Scrv iccs , A1:tll ; ['lr. l)ctttty Armottr'; An<lclson I Ilast.i.ngs i llllS (lorrsrrl tirnts. n ttll:lrt r- . l,c s lVootl : - ,. * ,1 *-g1g. - c! txrt r.i F'.E Al., drtrr'1 ar rf,pq't ,"t trf,rrrrD A! nf ooanlnNl p'*trrrY f trt o ixtl l,lt a,rtlt'ttlrr>t trt Rfir^- tti|d3t^'tl.,{|lG'o('t{rrd0lrxT|ull;!!'F0u(nifo^^t'oo.rr.rrcrria_iiil.i*uirrnlrpqnrEl|lXrr'rirx,*r.:.rr+rrrlrttI.qilr.(0(ftr\rnD tra l1r otlrn |,l\{xrnlfll lll ,A.ql[u lo tl tltll|(r ^ .*-.- .. ..fl1l"ll t-r .. .dnra*- /,,n. l!r. fl{tiu a/m Chen€Northcnr.Irrc.Conn Uog fngl'x. ond 5cr-,0.t REPORT OF CONSTRUCTION ACTIVITIES ,s l qrn]{ rtl(.trtcTDt to cl fxTr. Dc FlttE lro ot tlrl\tf- ar t!lt!!I |,tt ll-frlrltrD a3 nr co|'.rr.xn^l. r'Fr'trrr ' dt! o-'n$ [o AIrrntJAlDl E f nli trt- 'r,.r3|DI'.ts.m|ctl|g'66|'.r|llrI:|'n.'tt.l.tFTfi|,||'|ourrntncrrrs.rs'ir':r'r.nrrrtrniroor-nrnrru.rrtie-g!'lIJU|I|lfl)6''ccotrrnD u(lss 0lrrl rFlr{Ir{r{t:l ,at: Mtn fo [l wRtlllo' ^ .'.* d *.[illlllr-. d .''+'5 fl.ti r.. G!f,lot^ a/to To: .I.OWN OF VAIL JoB No. 4 398 90 DATE: 10-19-90 Attn: l,'lr. Statr Bcrrfmatr DALy REpORf NO. 101 SHEE; I OFA75 South Frontagc lload Vai I CO 31(157 ltWOlcE N0. PRGrEcf Ad<lition to Vai I Tran slto J:t:r t ion Ccntcr:, Vai 1, Colorado WEATHER CONDMONS AND TEMPEMruRE Clear 4OO - sOOF. CONIRAGTOR'S CONSTRUSNON ACTMTIES PERSO}INEI.: MAJOR EQUIPMENT: ACTMI1ES: Placing Concrete and Reinforcing Steel CHEN-NORTHERII'S SffE ACIIVITIES 0bserved ancl tested concrete placed in the step topping of Stair No. 12, Level 5. Concrete was also placed in the Level One lltest Tunnel Wall of Stair No. .1.1 , but bccause we werenrt notified of the placement, no test- ing was performed. Inspected reinforcing steel for the step topping on Stair No. 10, Level 3 and Stair No. 5, Level 4 Walls. VERBAL COMMUNICATION WTIH CONTR^CTOR, ENGINEER' We inforncd the ownerrs representative ARCHIIECT, OIYNER of our findings. lrlichae I Barbcr Archi tccLurc,COPIES AtLn: lrlr. Scott [{artl ;fi;;1.y lrlur-rain ItCL Construction Scr:vi ces , Attn : li'lr. Dcnny Annour: Andcrson ti llasLillgs: UllS Consrrl tirrlts, n ttn: Mr" l,cs l{ootl S. Urton. S.L. Partrlal' RE-D OBSERVER APPRO/ED TT 'ChenCNorthcrn.lnc C..-rltt t'{tt-r c'a S.t-aL{. REPORT OF CONCRETE PLACEMENT OBSERVATIONS ffi G '.r E x.r ...rrrv''. ""'-l"f ""HXlo*H;5g;;I1g^f ffig'il1 f#ffi-'f'Sfft-tii-q nrrririri arrqlmt r! rrrlict3 itfll oi Eo.otac (xt Re.x coaufrll, tta.lt olLt ,rJarExrr R. ,{'ltD lo tl l{lt€' ^ r,r.r- r rllfriF-lrt r ...rt r. 7-rr h {lltlal a/ts TO: 1gp11 ot: v^lr, JOB NO. 4 398 90 DAIE 10-1.9-90 Attn: Mr'. Stan []c rrymarr 7s south Frontaqe Road DAILY REPORT No' 101 sHEEr 2 oF 4 Vail Co 81657 ll{V()tcE No. qEqrECf A(l(li ti on to V;ri | 'l'r'nrrspott;rtion Ccntcr'. Vai1. Cololatlo. Western sftErrcAlx)ilS stl,ltP 3fl_5rl AN cotfir}tr Average of A5IE{T TEUP€RAIURE t6 R^NC€Ivkrbi I e ll0( LD. Irli x c 4oo - 6ooF, IEiIlo.TNTEI l.fL IrcrcT l'f,r. t€ E/$Gt{9, IU€ ARnfiE) T|lr€ SAUPLTD napurxn@ur{ftn EON RA'OUJIDN @t tfltn couPl.Enoll clroc Y mElvl,o/ CUUUtAItvf, [ArEn ADo@ aa-llons I 2 44 114 01 01 2880 2883 8:43A!l 10;06AM 8:55 AI{ 10:15 AItl 9:30AM As Req. As Req. As Rgq. As Req. 8 8 tErtn su,l?(rr)^nCT'{IEM(D WET UNTT $tbHr (Pcr) YITI-D COTrcRflE TEIPE- RATUnf cr) ffn ro{s t 2 2 1./2 4.4 742"7 68 Mix Mix C with Fiber A, No cylinders, poured without notifying us. PROGRESS REPORT Michacl llarbcr Archi tccture I Andcrson I llastilrgs; Galy Murrain; PCL Construction Scrvlccs; Ul{S Consultants; Western llobi I e; Parvl ak Clrcrt q] Northcr-n, I nc. REPORT OF REINFORCiNG STEEL OBSERVATION ffiut,|'dnrtvnAtrFcrrTt'|r(t1F,mDAtnroo.'Drr.!y|'ftl't'lr(r.r,rofxT1AoAJnr'U^ID|'f'A,Ir.A_trr. g ir^nu",l r.rqtttrt6 oi rntx:l:t trTAt -c'! -t!3:-'-!o c- rc Fo;i rt-fri'iiu niirtB'or rrurlrx lribei ]^rt'uJ nr K t(FdD (t ,ni ltllr€ 6 ii.itnii trr rra ottrn uiertllxt! r.f,. ralllro lo ll rrnlrn ^ ,i-r.- .. -.firfrll r-. ., ..ar'.. t'a tr.. (ltllM t/t(t O.-rli 1nd9-r -!a ld{ttt'(. TO:'TOIIIN OF VAIL Attn: Itlr. Stan llcrryrlan'15 South lrontage Roacl Vail, Co 31657 PR(^JECT Adtli tiori to Vni | 'l'ransportrtt iott (;rr ll1 c r, JOB NO. 4 398 90, DAILY REPORT NO. twolcE No. Viril. Co.l olado OetE: 10-19-90 101 SHEIT 3 0F STRUCTTRE Stair No. S. l,evel 4 l2t, o.c. 5|l 0.C. 5r rt. angle 12il 0.C.q n r- Inside Face Outside Face Insidc Face outside Face 5f0.C.Outsidc Face Corner Bars Inside Face Outside Face Inside Face Outside Face #5 @ 8" 0.C. #4 @ L2il O.C. #5 @ 10'r 0.c. #4 G L2il 0.C. 95r-104| 95r-104t rid Line A to 10r th of Grid Line to North of Grid Lines 22 EI 22.8 rid Line 22 to 22.8 10r South of Grid Line A spEctrlc nofl* sru- cnrDe 60 El n.,rns usm RottroRcrNc ctI NLNESS: Clean El sttof' DR ullcs us@ cum nc€ Atto ct \Et As Specified D cor{m srcff AD'/rsrD SPiJCINC: SPECEIC il'|ls As Snecif ied n ruLL-TIUE fltsEnv rloN DrR sJprlo*Ts: TypE - E PMT-nuE o{r$Fr' noN rHEH |NPI'ACE COlrLPt llCE UET PRO.XCT UET PffOJECT 111IEHocflT ntlrulRfMD{ts fl€Oulrif-H€}afs RE-O{ r,tD{f, W aJ{ l tru,t LY trllE}lD0\l,llH€D RE-D(^U|ND S. Urton S.L. Pawlak RELD OBSITryER APPRC^trD IIT l''li chlc I llat'bc:' At'chi tct:tttlc , COPIES Altl: l'1r., Scott lVlrrl ; (i:rly lltrll'ltitt PCL Const'rrrction Sclviccs, Attll: llr" l)ctttty Alnrotn'; Attclcrson I llilstings; s l\torrrl : Chcrr€Northcrn, Inc e-.dri f ^'18. -rJ t.,,-tL(. REPORT OF REINFORCING STEEL OBSERVATION TO: TOlvN or VAIL Attn: ltlr. Stan llcrrynrarr 75 South Frontage RoadVail, m 81657 PRuJECT Atltli t iori to Vr i I 'l'r;urs JoB No. 4 398 90. DArE: 10-19-90 DAILY REPORT NO. 101 SHEET 4 oF 4 twotcE No. )o rt;r l: i on (lolrl,cr' ,V;ril. (lololado STRUCTURE Stair No. 10, Step Topping, Level 3 #4 G I2tt O.C. each way 25t to 0r West of Line One 25t to 0r South o Line A 84.06f- 96. 39 r spEcnc nofi* SIEE- CR^De 60 El rurxs ustl R6r6onqt{o cu NLrNEss: Clean D sloe DRlrwt}lcs usED ctE n^l{c€ A}lD CCryER As specified tr cotflrucron A[^/lsED SPUCINC: SPEC6E rn|* As Specifie4 tr n'u'-rluE O{tSE nr' noN run srPtloRTs: TYI'E El plnr-nuc o{rs81/ noN Flt{Ell tNPt,^cE @ULPt^r'lcE rocxr #flrffi* '[fl.,'ffii* o.-9rT,* YnE l lflllwlY $nlol [J(^MD€D RE-Oq'JNED S. Urton S. L. Pawlak RELD OBSETWEI{ APPRO/ED tI/ Mi clrnc I lhr'l-lcl At'clritccttl rc , COPIES Attn: Irlr.. Scott lr|:rr:tl; (lir1y lrlttt'r:r i tt Pt:1, Constt'ttction Scrvi ccs, n l tll; [lt'. llctltty Almou r; Arttlc:r'sott f1 llast i tt1;s 1 lr. l,c s l{ttotlllltS (lon srr I tiults. Atl: ^ a-n -.. *OT* r.onrr.. t.6 l!r. Cr, I til ./tO Clrcn€Northcrn. Inc.Conrlt{rDg t.qlffir ord 5!rr{hl. REPORT OF CONSTRUCTION ACTIVITIES a! A grtlr L Frot"ctxrt ro cl rxt3 Tl( n,qE r||) (lltlnvrt {l Frtr6 pt gr$rm a3 n; 69gr1pnel -fiwrt cr ott 'l 'fxl3' A'O rno[7AtDr Fltl ntl l1 - rgr o. nrtrrrrns. c'rttn'.<r "rr r.rr'A;nr r,'r -q.-Tlll!!lf wn *t".f's-i6n{rl'nlroi'o ota rnnrgr h{oirl- s lrnr: itr lt DGFm) q n-rul rul'}o 6 c{.r'trnD u{rss gntl aN rql.r{E fan l.cu! lo |rl fElr|(| ^ 'r..* .. r'.1 Hlll lr-, o. ...'nrdtr. rdnr t5. C||flO2 a/lt TO: TOWN OF VAIL JoB NO. 4 398 90 DATE: 10-20-90 Attn: lt'tr. Statr llcrrynan OAILy REpORT NO. 102 SHEE1 1 OF 275 South Frontagc l{oad Vai I C0 91657 ltlVOlCE NO. PROjECr Addition to Vai 1 'l'ransportlrtiott Cctltcr, Vai 1, Colorado wE THER coNDmoNs AND TEMPEMTURE Snowing - 35oF. CONTRA TOffS CONSTRUCTION ACTMI]ES PERSO}INfu lilAIOR EQUIPMENI: ACTMIIEST Placing Concrete in the Level 4 Foundation l{ralls of Stair No. 5' CHEII-NORTH€RN'S Sm ACTMflES gbserved and testcd the concrete placcd in Stair No. 5. VERBAL COMMUNICATION WTIH CONTRr\CTOR, ENGINEER. We informed the ownerts representativc ARCHTTECT, OWNER of our findings. Itlichae 1 Barber Arcllitccturc 'COPIES Attn: Mr. Scott lrlarrl ; [a1.y lulurrain PCL Construction Services, Attn: Mr' Denny Arrnotrr: Anderson fi llastillgs; IJRS Consrrltnnts, Atttl: Mr, l,cs Wootl ChenONonhcrn.lnc Ct: h ratt'-t tla S.a-ir(' REPORT OF CONCRETE PL.ACEMENT OBSERVATIONS ffit xit |'rt Gttrrtt:t' ,rr iq!!l! .it titttm at nt: oc}r(D{Tuf -r*ttirY cf dn o rrt:! ^|o a'nrFd'rtrfl rrt lln-r^- rE '. 3r rnrr.,* rnq,'rr{, o. ,'rr*cr! rr (,. iro^rrc 6.r onhiTd^Fii'vio'-rriri6-qr -writrr"jfriql- SiuT r' rrl DE l|ltuD d''fit lEn*} E qaatr|E uart qtd r IIxl| r of,rt no l. fRllE ^ 'r'- , r.[iliF-] r-r ,.-rt-- tG l|r ctalt.. a/to TO: 1gp1l 0t: VAIL JOS NO. 4 398 90 DAIEI 10-20-90 Attn: Mr. Stan Bcrryn:ur 7s south Frontaqe Road OAILY REPORT No' L02 sHEEr 2oF 2 Vail CO 81657 lN\olCE No. PRCTECI A(l(litiorr to Vflil 'l'r-:rnsrrottat i.on Ccntcr'. Veli 1. Coloratlo. Western IrPPUB tbbile SPEEEAID * 3u,lap 0r-5r rq LD. ltiix A/#Z An coNrt}fi 4%-8% ATEOI|T TEIPfRATUFE R^NC€3oo - 4ooF. IEITxt TRt Ct(l|L IrcXET NO. NM€ BArcHgl .TIUE ARN ED TITI€ sAIPt @ REIA'II'TDN @Ut{rEn EOOI RAJ{Xl'Inil Oq,NIEN c{)||PtEllor{ clrEc Y ffi IJ]AD/ GUMI,|I.AIIVE w la AOO@ oA&oirs 1 2 174 54 01. 01 2885 2886 B:47 AII 9:,22 lN 9:00 AJvl 9:34 All 9:45 AM As Req" Req"As As As Req. Req. I 16 a fr rETl|L su,l?(nr) UEfUTx,&Hr (PCf) llEn oo0rcf,f,lE TEIPE- MTT'iE cr) REYATO€ 2 3 7/2 5.1 145.-1 72 Test cylinders taken this load" PROGRESS REPORT ryrDrFq Michac I llarbc r nlclli tccturc; Antlcrsolr {i llastings; Gary Murrain ; PCL Construction Scrvices; URS Consultants; Western llobi 1e; S" Urton -!,.1-r-, Par{.ak NEiD OBSEFVER APPRSI/ED ST Glrcn*Northcrn.lnc.Co^.ulu.E Lnol.l{r dnd s.r-,U'tt REPORT OF CONSTRUCTION ACTIVITIES |s A qrrult F drtcmtr ro cllllE- qf, Prr r ^,to c $ttrtr rlr tryq! x|€ err'Trn rs nr corrrxu!-ffi^fltHEt# #offi'ffits)itsrlf;;bio7iiniiiri-'t#a"irdoc o q5q@'-riii -ci nt.r'.qt€ crri nf,Pmrs E Fr:rl{vu} Fooflq txr raflrDl iiiriutil *rrss imrr realqprs NtL E ltt fo ltl rnlrt<l. ^ a-qF d r-FrlX-lg..t .. ...rwr- f.rrn rb. GlaldA ./tO Ie: TowN oF vArL JoB No. 4 398 90 clArE: 10-22-90 Attn: l,lr. Stan Bcrrynan DAILy REpORT ttO. 103 SHEE1 I OF375 South Frontage lload Vail C0 81657 llWOlCE NO. PRggEcf Addition to Vail Transportation Center, Vai1, Colorado WF.ATHER CONDffiONS AND TEMPEMTURE Ctear - 3So - 4soF- CONIRACTOR'S CONSTRUCTION ACIMTIES PERSONNEI-: IIA'OR EOUIPMENT: AgrMnEs: l)lacins Slab-on-Gracle backfill on Stair No. 1L. Placing reinforc- ing steel in Stair No. 5, Level 2, West Tunnel WaII' CI{E}I-NORIHERN'S Sm AGIMTIES Observe4 and tested backfill operations on Stair No. 1"L and inspected the reinforcing steel placed in Stair No. 5. VERBAL COMMUNICANON WTTH CONTRACTOR, ENGINEER. ARCHIIECT' OWNER We inforned the ownerrs representative of our findings' . Ir'lichae I Barbcr Architcctttrc, COPIES Attn : l"lf . Scott tVartl ; fi2 py l,lurrain PCL Construction Services, Attn: Mr. Dettny lVoo<lArmour: Antlcrson ti llast irtgs; URS ConsrrItantl- A!!nj- Mr-:--! S. Urton . RELD OBSEFilER Chcrr SNorthcrn. Irrc. REPORT OF REINFORCING STEEL OBSERVATION ffiEIE|,.'Gfr'1wlAl.r'F6Tr,{!ritTrrD^tnr(p'D.xrt.[F.t'lT'cfqfqnrr'^,r'A,tlltFt,^lxx'r.F|'ig-tyrr n rr^nrararl (!r(r lr:Fr6 (rr fxtfra:n ,rrrr an rno ^r.€ qr "l ao.t'i n_ir ini o nx)|.i crr rr,n rrx liliv,l' rirnr: rrr lI Dct\rtrn tt ,,tr^ ltJltp |:l ir.rrtnb trrrrn olt|t't rn rr|tl4xt! Ml fdnlD lo ll rlllrtrl ^ i-r.- .. *[@*./ dntd'r.. L6 | I'r, |:rtllM a/9lt O.:nh l'ldrr -r. t J-le' 'rowN ot; vAIt, Attn: ltlr. St:rn Bcrrynrt rr 75 Souul Frontage l{f,ac'l Vai1, G) 31657 JOB NO. 4 398 90, OA,ILY REPORT NO. t]{volcE No. Vir i l, Col orndo DATE: 1A-22-90 103 SHEET 2 oF 3 PRuTEC-I A(ldi ti ori to Vnil 'f r:trlsporl:ilt ioll Ccttttrr', STRUCTURE Stair No. 5, Level 2 Tunnel Wall, lVest Side Inside Face Outside Face Each Face#4 @ 16'r O.C. #5 G 8il 0.C. #4 G 18il 0.C. 81.0 r 85.0 r Grid Line 22 10t - 25r South of Line A srtEclfE TlolE: sIEn- GR De RnlGqlcINO (I.EANUNESS: cu n Hcf A'lD co/E& SPUOHG: sP€CfiCAIrcN* B fi slrPfDlTrs: Tl?E 60 Clean As Specified As Specified E rus ustp E gtoe D'ft f,iltcs us€D D cortrusron rurwsco D ruu-lue oosEmr' noN El pun-nuE ooss/ roN |NPLICE @ULPT^NCE UET PfIOIECI UET PRI\JECT tru[xjlR€u€t{rs trflxJrnflro{Ts S. tjrton S . L. Pawl ak RELD OBSEI-WER APPfTOIVED tT/ ttl i chlel llalllcr Archi.tcct:ttt'c, COPIES Attl: 1.h.. Scptt lrt:rr:tl : Cury lrltt rr':r i lluurlEJ Attll: f{l'. Scott llllI(l: ('illy lltll-l-:r I rr PCL Consttuctiorl Scrvi ccs ' n l tn: lilt'. l)cntty Aruout: Antlcrsott I' llilst j nlls: 'n : lrlr. [,t's ltlootl Chcn€Nonhern.htc. REPORT OF FIELD NUCLEAR DENSITY TESTING ^s a |rttrA ?i't?EtDl ro clrr|Ia ]rf FtFtE l'{' (lttrnl,f!' 'Jl i1-Frlr3 |,rf sfrrnm rs rf corfftrnrt Frc'itlrt (f (ro'ft{Tt' l}rD a'1x(EtllDl r0i Fat - x '. .,^rfrfrfir orrrclurrr. .'r rxrt cll rr,1r on ifoMrr+{o rn mr#!'f,irfnio'-nrris-cn -nrnor -errrlr"'rt- seruo ;lr E rln(fD cr rrnt lctrllo (' oqr.r,mD ur,:t dn|r AErrlrrxn ||t rc(tD l0 w hllllfrq. ^ "r.- .. r'.(HU]r-. d ..'nrdr- rdnr ran ClIt(rr^ a/|o C.r:rlL{ tn!f'.-. ri S.'l-rtl- TO: TOnrN OF VAIL JOB NO. 4 398 90 DATE: 10-22-90 Attn: Mr. Stan Bcrrymarl DALY REPORT NO. 10S SHEET g OFs75 Soudl Frontage Road Vai I C0 81657 thrvOtcE No. PRqrEcr Addition to Vai I 'l'rans porta t ion Ccnter, Vai!, Colorado SPECIRCATIOX COXPACfiON & MATERI^L MINIMUM REQUTRED IN_PIjCE DENSTTY 95 X AS DETERMINED Ff: ASTM D I.557 CONSIRUCTION CONTMCTOR: PCL Construction TEST LOCAflONS WERE SELECTED BY: Chen-Northcrn T\"E AND NUMBER OF FARTH MOVING UNrS I Backhoe THICKNESS OF UFT L2tl TYPE Al{D NUMBER OF COMPACnON UNrS 2 Hand Tanpers NUMBER OF PASSES As Require< MEIHoo oF ADotNc MOIsTURE None Added *BSU=BelOw buDgraoe LOCATION Stair No. 11 DEPTH OR ELEVATION(rEfr) LAAOrlATORY FIELD PERCENT Of(Rsrm€/ ll,o0rAx) om tcD SOIL TYPE It)t NO.I'IAXIMUM DRT DENSTTY (pcr) OPT|MUM MOI5TURE CONTENT (z) DRT DENSTTY (Pcr) MOISTURE CONTENT(x) 43 44 44 44 44r South of Line A, On Line LL L2r South of Line A, On Line 12 55r South of Line A, 0n Line 10.9 40r South of Line A, On Line 11 1I BSG* Subgrade Subgr;Lde Sub grade 0 136 I36 r36 136.0 0 0 5.9 5.9 5.9 5.9 0132 156 L33 151 8 6 4 8.0 7.3 8.0 .70 o7 100 98 97 5l lght r y Silty Gra- velly Sand 51 . Silty Grave 1 lySand 51. Silty Grave 1 l ySand S1. Silty Grave l lySand tr FTJLL TIME OBSERI/ATION ts PN{T T]ME OBSEFUATION nrs |iTcr itttxE qtrD.lr rui.tD ^.t A ntst,tr tr crn oFttw^rxtN6 or ntl Pt^r.tr'fNt' tf ltA\t ttfl'fit..-q{ nlt c(rfTR cnn m cd.nt|l'c '|J"iLlrlq rl. REOOnnItE O(|prsI|W rr'rrrr ^no !(Isinrro ,lU, u[no nr nrts *rrl 'iih'itdimir.n ts-xn rirs€FD.o _m R tn.t ItSrs Aaf !'ot oi n{ nl o'Y ls 6-ElL fttc6rsr;, ro crrrn^rr qn o*.,rrr'. Juucltt{r. n5r .,^rr ^ii. Tff lt;ldi o1S13 IWt Ofi11o6 qr rrmn'n ll€ ntl utlnt srtttrxlr6c' IHE Nrrct-E R DOTSOUETB r|En|o0 0F IEnNc w^s t sED lN SUII$ r{IuL lccoRD ]|cE $IH ASnit 02992 ANO 0JOl7 PGL ConstructionPRELIMIII RY OBSEMTIONS Al.{DloR TESr RESULTS VERBALLY REPORTED TO: PROGRESS REPORT coPrEs xltli"'"li'3::.t'ft:*:"u'",I Anderson 6 llasti.ngs ' l{r. (;ary llurrlall; I PCL Construction ' Attn: It'lr. - Dcntty Arnotlr; I iJRi d;;;niiinis,'Attn: Mr' Les wood; S. Urton S.L. Pawl"ak NE1D OESMTCR APPRWED FY Chen€Northcrn. Inc.Co.rdurg Ln9lF. o'*l s!!r'(Ll, REPORT OF CONSTRUCTION ACTIVITIES ^3 A lufg;1 FiO11Efg; tO g1fX nt n.f t [O Ot-tFl\,iL rtt iltiOlTll- lt[ SntmD A3 ni colrrtln t PrtfTr g' dr ofxnL po AtnrnL nrl F]ll fvl aa- ,n c. $lnr..,.is coalr*. o.. rrnlcrs rFrrr m fn ^ir,q an ng'ori-rs*f:rii,in r,t;idi{o-ixr'rnnltrt tidra saA'B u tf DGFq![t t ^rllr lrJll€ c ccra'ttnt DraJs ('tr(r rniel€rlt.xts lrlf loErD lo lN wrlltlo. ^ '-r.- , r.r|llll{ lgr .. €ri,rr- 7..r |{o. CralOrA 4/lO ru: TOWN OF VAIL JOB NO. 4 398' 90 D TE: 10-23-90 Attn: ltlr. Stan Bcrryman DALY REPORT NO. 104 SHEEr 1 OF 575 South Frontage lload Vai I C0 .81657 rr.{vorcE No. PROJECr Addj.tion to Vail 'f ran sportat ion Ccnter, Vail, Colorado wEATHER coNDmoNs AND TEMPEMTURE Clear - 30o - 45oF. CONTRACTOR'S CONSTRUC1]ON ACIMTIES PERSO+{NEt.: IIA'OR EOUIPMEM: AgtMnEs: Concrete for Stair No. 10 foot.Lngs and Level Four Island; placing reinforcing stecl in Stair No. 12, Level 2 slab and wal1; Stair No. 5 tunnel wall; Stair No. 11, Lcvel One wall; Stair No. 10 footing for a retaining wall. CHE.I_NORIHERII'S STTE ACTMIES retaining wa11 footings at Stair Inspected the reinforcing steel structural slab of Stair No. 12, 0b s ervcd No. L0, and placed in the Level 2. and tested the in the islands retaining wa11 concretc placed in the on the Fourth Leve1. footing and in the VERBAL COMMUNICAI1ON WTTH CONTRAfiOR, ENGINEER, ARCHMCT' OTVNER We informed the owncrts representative of our findings. l,'liclrael Rarbcr Archi tccturc 'COPIES Attn: Mr, Scott ltrard;G:rr.y l'lurr:rin PCL Construction Scrviccs, Attll: Mr. Dcnny Armour'. Antlcrsotr {i Ilast i llllS; .. URS Constrl tants, Attll: Illr=--!ig r- Ivoftl I s. Urtcn. S.L-.-P3wlak lnn-o ossERvER APPRo/ED ry I Clrcrr d Northcnr. I nc. REPORT OF REINFORCING STEEL OBSERVATION ffi^IE^,I,G-Enwi.Ar!!P!11!-!rttl'fmD|!nfcd'n'rT9r-f|$n|fttc''ofxTt^,oImFd'^Ir't'f'|Pt'|r.^-lrrr (, !l^nr11rr, 1,rqrrrrr6 (', rxrrcrt rtr( r (,. "1ol,i:o o-r o^.f,io-iiir,io -ii'r,c-o' 'rrrr'x iiidirr- :il^r: nr' if, ctltqro ct,rl llllrre 6 O':/tli tn**. ita u-lt" TOIVN 0l; VAII, Attn: Irlr. Stan lJcrrynran 75 South lrontage Roacl VaiI, CO 81657 PR(^JECT Atltl.i t.iori to Vr i 1 'l'rrtns JoB No. 4 398 90. DATE: 10-2j-90 DAILY REPOT{T NO. 104 SHEET 2 OF 5 twotcE No. l. t;r 1- i on (ittttl-cr',Viril, Cololado SInUCTURE Stair No. 12, Slab, Level 2 #4 @ l2tt 0.C. North to South, Top and Botton #4 @ 18t' 0.C. East to lvest, Top and Bottom 2 #8 lop of Beam, Longitudinal 2 #9 Top of Beam, Longi-tudinal 3 #9 Bottom of Beam, Longitudinal 12rt 0n Center sPEcrE llolt* srEE cR De 60 El nrxs uso R€nFUtCurc qIAXLN|& clean ! gtoP Dfl^WII^|GS usr:D cu nlNcE ^}lo cor'ER As specified D co{nucrofi AI'Jlsf,D sprJcr c: spEcFE TX'r.S As Specifie6 tr FULL-IME OOSEF/Anotl tu^ s.pt,oRTs: T,oE E prrn-lue oosExv xol FlHEll t PI'ACE @ULPI NCE 'ro*fr '[flr'ffi* '[fl.,'ffi&1! o.-$,ff,*otn€lt tNfiurlY Wtl€,{ o(AHtNtD RE-Dq!IN@ #3 Stirrups @ /+.ro' 7 4 .1,61 Grid Lines 29.5 to 30 and 0r to 14t South of Line A Bearn, Grid Line 29.5 to 30 and 5t South of Line A S. Urton S.L. Pawlak NEID OBSETryER APPRO/ED lry Mi.chac I llal'hcr- Ar:chitccttl fc, COPIES Attn: lrlr.. Scott lVlr rtl : (lary lrltrlrir i tt PCl, Constlrrction Sctvi ccs, Al ttt: llr. I)ctllt)' At'mour': Attttcrson fi llilsti nlls: UllS Cort:rrrl tilllti- Atttt: Irlr. l,es lVrrrrtl ;trrifllb (rlllt ollat lrlh{trllxlt l[ fof! rl, To tl tlnlt€' ^ e* 4 ''.[111j n .. q* tr.i l!r. Crtl lM a/Xl Chcn q] Norl.hcrn. I rrc. REPORT OF REINFORCiNG STEEL OBSERVATION ffi nrr rr{) (tfnrfr. ,fr !!F!a!-^.( !n rrlD Ar nf o(l.rtxr_m-. rfiFrr't. a da o fxfr Aro a'n.'''lTDl t(,, rv'.'. rr^nrrxrl r,rqllrrt,r (t rttifctt trrll ati trl 'rait€ ct't ru ncri'J u nr---iio-iiarnn-or mclttx fu& llgt'J rrl r txFq!'!l (t "rl^ &:iiinii iirnr -orirn rrYnutonr ,r1 ,q!lD l(, tl rlllrxl ^,Eb r -.[iilr-t Jr-r r ...rt ''r.. lr.r rlr. Crtlt^. a/91) oi/lri lt'gl*' -r' s"-lL" TO:'tottrN oF VAIL Attn: l*lr. Stan Bertyntalr 75 SouUl Frontage Road VaiI, CO 31657 PRurEcT Ad(l i t i ori to Va i I 'l'r:r trs JoB NO. 4 398 90. DALY NEPOKT NO. [.{volcE No. oATE: 10-23-90 104 SHEfi 3 OF 5 r'1:;r 1: i oll Cont c t' .V:ri l. Coloritdo STRUCTURE Stair No. 10, Itetaining Wal'l Footing 12't 0.C. Inside 4 #5 Continuous, 2 #5 Continuous, #5 @ 10'r O.C. ToP Face Top of Footing, Longitudinal Bottorn of Footing, Longiutdi nal of Footing, Transverse S'IECU|C T|olll sIE- GnADe ROTF(X|OI{CI CtE lluNEsl: ct.E R NC€ A'{O COvtft sPuONC3 sPECr|C lrcfls. B^R ST.P'TOTni: TYPE NflEH 60 Cl ean As Specified As Specified E euxs useo D sltor Duwtltcs us@ E cotrn,rgron awtsco fl rur.l-lu€ oltsErurJxtil El prnr-rur ocssv noN INPI]ACE @TLPIA}ICE ufi FlrO,ECr UEr PROrEcrnrqlmlorrs tt€oulRfx€xrs wtSjl lirflultY tirll€t{ D(^lllll@ RE-O(AuN@ OAIE RE-DoAnlffil) Jl6 x 3t6'rx2t4rl rt. angle @ 90r South of Line A on Line One nn-8'oKERgeR ^PpffiePtat t''li chac t llall:cl Ar-clritccttllc, COPIES Attl: llr. Scott ltllrltl; G1r'y l.ltttt'rtttt Ptll, Constluct ion Scrviccs, n ttll: l'll" l)ctttly Ar.morrr'. Antlclsott 0 ll:lst j ttlls: l.lt: l,lt'. Lcs Ittltp 6 TO: 19y11 0t: VAII, Attn: Mr. Stan l)c r ryman 75 SoutJr Frontaqe Road Vail CO 8L657 PEOTECf Ad(li tion to Vail 'l'r'an spott a t i.on Ccntcr', JOB NO. 4 398 90 D TE 10-25-90 DAJLY REPORT NO. 104 SHEET 4 OF tlo/olcE No. Va:i l. Co l olatlo. Western SPErEAIPI{Ss g[UraP 3t'-J'ltn cornan 3%-5% ATAO|T 1E/PCMruRElbbile ulx uL Nllx E/#35 R^llcE 35o - 45oF. rEfttt rn cxt{L lrcXET t{o. lluE BAICTIE) IIUE ^f,f,ryE M s ltPt.ED Rf!(xJTn| @IJNIBE!fi RAO(Urbfl@I,,NIB oo||PtEnan CUEC YAGto,f)/ CUULIAIfvE w lB ADO€De^uills .tt z 3 4 5 6 7 100 IT7 54 LL7 rt4 100 TL7 01. 2894 01 2896 01 2899 01 2906 0L 2907 01 2910 01 2911 9:51 AM 10:26 AI{ 11:33 AM 12:04 PM 12: 11 PM 12:39 PM L:07 PM 10:00 AM 10:54 A-tr4 11:37 AIt'l 12: 10 PM 12:25 Pt4 12:45 PM 1:16 PM 11 :05AM As Req As Req As Req As Req As Req As Req As Req As Req As Req As Req As Req As Req As Req As Req 10 4 8 L2 16 20 lETrrt su,lP 0&) WET UNTT WECHT (Pco Yta.D coilcnErE TE'PE- R^TT.,fif, cF) RETATO€ 1 2 3-t 2 4,4 t45.2 70 Mix A 3000 Psi I4ix A, Test cylinders taken this load Mix E PROCRESS REFORT nnDtFr Michac I lJarbc r' Arclli tccturc; Arrtlcrson fi llastittgs; Gary Murrain I PCL Constructiott Scrviccs; URS Consultants; Wcstertr I'lobi lc; S. Urton S. L. Pawlak FIzu) OSSER/ER APPROVED BY ClrcndNorthern.Iuc.C.rr.Irt! tallE! ti S<rnar.lt REPORT OF CONCRETE PI-,ACEMENT OBSERVATIONS ffi '.rr ,'. d'nr'* * t'o"rg;;Jg^;g;gi,Iffi,fSiE Hl fi"#6ffi''["#ffi-rii's- iietriiirtr qttuiti G rrt cnl Trrx trl f,o,art€ d.l itm OfltrrfD l'.l;tl OlLl ||lrX6ax lrf ,roil|, lO tl lElx(l ^ ,ri.r J rrffrf lt-lr-,r r? rrrr 76 h ctall{ ./I ClrcnONonhern.lnc C.drrt q [ttlrff ti S.r-aL. REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS TO: 1gy1r1 Op VAIL JOB NO. 4 398 90 DATE 10-23-90 Attn: Mr. Stan Bclryrnan 75 South Frontaqe Roacl DAtLy REpORf 1'lg. 104 SgeET 5 Or 5 vait co 81657 tN\0lcE No. PROrECf Atltli.tion to Vai l 'l'r':1n sl)o rt:r t i on Ccrrtcr, Vnil. Colorado. lllestern SftDrEAnortsr sU,r|P E/#s3 3rr_5rr ln co?{Ir}{r 3%-5% ATgO|r TEIPERATUREIr,lotri le ll[ l.D.Mix R^}E€Jso - 4soF. IEilip.Tnrcrl{L lE( Tt{t.IIUE EAICH@ III'E Afft'vg) T|lrf sA|Pt@ Rf\/rllnxn @UIIER EOOI REVOLT'IXI{Oq, TER @taPtEno ]lr&c Y Gt-o,o/ CUUI A'IIVE WAIER DD@ o/ru.ods 8 9 10 11 tL4 100 tL7 119 01 2913 01 2915 0L 292r 1:33 PM 1 :58 PM 3:47 PIll 1:45 PM 2:05 PI4 4:08 PM 2|20 PM As Req As Req As Req As Req As lleq As Req As Req As Req 1A 2B 3Z 38 a 0 a 0 lESr MT suJl?(sr)wEr ufirf,&{T (Pcr) Y'IE-D @iICREIEIE|PE- R^N'RE c4 ROr E(s 9 L0 5 6 s/4 73 Test cylinders taken this load Renainder of load rejected due to high s lunp PROGRESS REPOKT nnp,"q Michacl llarbcr Archi tccture ; Anclcrson I llastings i Gary Murrain; PCL Constnrction Scrviccs; URS Consultants ; Westcrn l.lobi lc; S. Urton REI.D OBSEfiUER Itar.rl akBf Sl ffiffi.fiffi iS## ffiH',ffi5o'ffi,^liHffi,iffi"T'1i ts'ft fffie$g#f,tr coaatlfD trLl ollo ,narLrarl lf, l6tr-D rro l'llro' A 'r'- r *lTiiiflrt .....r!-J- lr* lar OlStt4l a/o Chcn€Northcnr.hrc.Con.dUDs tngl'r*. ond scr. '(r't. REPORT OF CONSTRUCTION ACTIVITIES rs A u,mlt rfrtmclr|| lo ctfxl:l rtf, FIEE A{' Gftr'wn q l!It!r!t xtf ]'rurlrD al nr corrn']r$t PFnmt cr olt ofxnt. At|o ^ulrolit^'rr| rcll F'i rr- ro.. o. st^,,rrrns cnrru'o.. (r r-rlrA:nl rrrr o.r .!tl-!lrl? qn "tecri-rs-iGnio' r'r;tino-du rfiot Erlio/A- stul trltl tf DEFaTD r xrtt TrJrlo 6 oinrrtr rxr:s ontt mtutqJo.x3 N' rglttt lo ltl vFlll€ ^ .!i-t- d -FTillr-. .. c.,.rF r- fdtn rb- Gla!024 aIO fu: TOWN OF VAIL JOB NO. 4 398 90 DATE: 10-24-90 Attn: [r{r. Stan Berryman DAtLy REPORT NO. 105 SHEEr I OF675 South Frontage lloadVail CO 91657 rworcE No. PRo.JECT Additj-on to Vail Transportiltion Center, Vai1, Colorado TVEATHER CONDMONS AI{D TEMPEMTURE C1EAT - 45O - 6OOF. CONIRACTOR'S CONSTRUCTION ACTMTIES PERSiOt'tNEt: MA'OR EOUIPMENTI AGIMT|ES:Placj.ngreinforcingsteelinthetunnclwallsofStairNo.S, Level 2; a retaining wa1l oi Stair No. 10; and a wall of Staj.T No. 11, Level 0tre' Placing concrete in a Lcvcl One Colunn and Level Two Slab of Stair No. 12, and a retaining wall at Stair No. 10. CHEIII-NORTHERII'S Sm ACTMIIES Observed and tested the concrete placed in the structures listed above and inspected the placement of the reinforcing steel in the structures listed above. VERBAL COMMUNICATION WN}I CONTRACTOR, ENGINEIiR, ARCIJITECT. OWNER We informed the ownet! s rcpresentative of our findings' Michac l Barbcr A rclt i tccLu rc ,COPIES Attn: l'lr. Scott l\tartl ; 5;11y l.lurriri n PCL Construction Services, nttn: Irlr'. Dcnny Armour: Andcrson 6 llasLittgs; URS Consultants, ALtn i !'l! LSI lrood Chcn€Nortlrcrn.lnc.C.dr.dlf;{ t rih.-t 6/ 9<j'aHt REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS rt A rrrnx, ?mErE D ctrxrt, llr lr;E [o ot'f,Lwt al irtnan xE rf,tfrrrt e-r nr cor!r144-!l'fi f c"r c' fxr:! To a'ornitltDl tlt tiiltrA- rF. c Sw xB ottt urt- It tltr.cri rr (t Eo'aotr, at ntmaiid-f ii'o^lriii'r6-rrn- -rrlttrx rrr*or',.t- S lt,rr! rrl D( ottqrD cruntl rEltl€ rs cfln!ltD utttr stxll ,*a{ tm x. ,(,F[ID lo ft lFltll A 'rir-, r'(Tilfl r't ,.rir-r tra L. CIll l{ a./lo TO: 1g5yp Or; yAIL JOB NO. 4 598 90 DATE 10-24-90 Attn: Mr. Stan llc I'ryn:rn 75 south Frontase Road DATLY REPORT NO. 105 SHEEr 2 OF 6 Vail C0 81657 hft/totcE NO. qEqrECf Ad(li ti orr to V;ri i 'l'rarrspor-tirLiolr Ccntcr', V;ri. l. Color:atlo. Western SPE|FEATNG!qr r |ltP A /N.' 3rl -5 ln coNrExr 4%-8% rTgE}IT TEIPER,TURElkrhi'l c LU l.O. Miw ')R Nc€ 45o-55oF. TEITto.rn,cl(MI TICXET l{(t. TIUE IIATCH@ IUE ARNryED T|lr€s UPLE) Rnrrcu.rfif{ cDtJl\tTu EOOI RB.OUfirON @UIITER couPt Ellot{ 3t'BC YAG t'o'ro/ CUUIA TIVE WATER ^DOEDcAt-tJoNs I 2 3 4 5 6 7 119 lr4 tL7 119 54 117 229 91, 2922 07 2924 oL 2925 0L 2925 07 2928 01 2930 07 2931, 8:46 AM 9:27 AM 9:55 AM 0:51 AM 1:41 AII 2: L4 Pl{ 2:19 PM 8:56 AM 9:42 AM L0:10 AM 10:50 AJ,l 1L:51 AM 12227 PM 12:30 PM 1L : 00AI!t As Req As Req As Req As Req As Req As Req As Req As Req As Req As Req As Req As Req As Req As Req 8 16 z4 32 4A 4B 56 4 4 4 4 1,2 6 rE;rHI su[? 0r1) Arf, O$IIBIT(r) UET UNTttrr{I (Pcf) Ytu)oot{cRftE TOlPf- MIT'Nf, co RET,C&(S 3 3 4.0 145. 5 69 Test cylinders taken this load PROGRESS REPORT luli chac I lJarbc r Atchi Lcc tttrc ;artPll\ Arrdcrson G llastings; Gary lulurrain ; PCL Constructiotr Scrviccs I UltS ConsuLtants ; ltlestcrn ltlobi le; S. Urton RET.D OBSEITYER S . 1,. Par,r I ak APPRO\CD EY ClrcnONonhern.lnc.Cdrtrht &'!t€. t'a 5.r-0J, REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS TO: 1g1y11 Ot: VAI L Attn: Mr. Stan llc r-ryrnan 75 South Frontaqe RoadVail CO 81657 PR(\JECf Ad(ti t i on to va i I 'l'r-nns JoB NO. 4 398 90 OALY REPOFT NO. ll.JvolcE No. Vai l, Co 1or:atlo . 0ATE 10-24-90 105 sHEEr 3 0F 6 oTt lrt i orr Ccrrtct'. sPEflFrAil)r|! $.ullP 3rr-5rr rn corron 4%-.8% ATAINT TEIIPERAruRE R r{o€ 450-550F.rr0( r.D. Mix A/No. 2 64 72 77 Req. Req. Req. As Req. As Req. As Req. 54 44 tL7 0L 2932 01 2933 01, 2934 1:20 PM 1:43 PM 2:25 Pl'l I :31 1:52 2:35 ^nptFq l"lichac I llatbcr Arclti tcctu rc I Andcrson G llastings; Gary Mumain ; PCL Constructiotr Serviccs; URS Consultatrts; Wcstern ltlobi lc; StffiffiJffi Eff.# ffitF'f"ffi"HHP,^;,Hmi,im$i3'ili f#3m'F#'ft ooanlTtD utltr otir rdlrrxll na ,tatt lo l| lrtl.r A 'r!r.- J r.lffilr- ....ct-r- ''_ir h CLI trt a,/lo Chcrr € Norllicnr. I rrc. REPORT OF REINFORCING *-/t { l^dx! -ra S<')/-rlLl' STEEL OBSERVATION TO: TOIVN OT VATI, Attn: lrlr. Stan l]crt'ytnan 75 South Frontagc Ro.rd Vail, CO 81657 PRO.JECT Atltl.i tiori to Vitil 'l' rit tt s gro rt it t iott 0crrtttt', JOB No. 4 398 90. DATE: 10-24-90 OAILY REPORT NO. 105 SIIEET 4 OF 6 il'tvotcE No. V;ri l. (lolor-;r<lo STRUCTURE Stair No. 5, Level Two, Tunnel Walls @unofis Inside Face 0utside Face #4 G 16" 0.C. Each Face Outside Face 9 #(r ToP of Footing, Longitudinal 3 #6 Bottom of Footing, Longitudinal #7 @ 8r'0.C. Top of Footiltg, Ttansverse Outside Face 6 tl4 ToP of Footing' Longitudinal 3 ll4 Botton of Footing, Longitudinal #5 @ 10tt 0.C. Top of Footing, Transverse I SpECrftC nort* STE- cs^De 60 E n rrfS UsO RfltrFoRctttc ctFJNUllEl: clean u grcr'orfl^trltlcs Us@ clr^R^ltc€ Al{D C(^/E t As Specifie4 o co'frRlcloft Jrl}l/rsEn sprjo c: sp(crrc lx,|ra As specified fl ML-Tlu€ o{ls$v^rorl 'AR sr'r,,o*rs: Ty?E El prra-luE o{rsEnN TloN mtstt INPLrCE @l''tfnf|CE rocgr #*l'ffi* '[fl,ffii% o.-ffi,,,-Wr€'t tNtrply tn|[DUrIIN€D RE-OqIINED llc^lrotl f5 @ 8: O.C. #4 @ 1Br O.C. #7 Dowels @ 8ll 0.C. #5 Dowels @ 9ll O.C. 81.0 r 8 5.01 Gtid Line 22.2 10r-25r South of Line A S. Urton S.L. Par'rlak FIEI.D OBSEKVER APPRWED TT Mi ch;rc I ltar'hct At'cllitcctttt'c, COPIES Attll: l.ll.. Scott lVltrrl I (litt'y l.lttr-t';ritt Ptll, Constltrction Sctviccs ' At tll: llt'. I)cllttly Al'nour': Atttlc rson li llast.i.ttlls: snl tilnts . Att.ll: Itlr' l,c's ltro rs r,.rrurr tintctDl to cttxrt' nr '1rE r,r, (rtlltu't At itFcrlrt- rfi'riiri- g rientrxrr fitqlBtr.t (n rrtttlclt ltri'tl (lrt itoli'€ q't '{ r'c'nl ci.rrrnrr rrr urr ottrt ,rtw&rllxlt !n ,ra\1r1, lo tl lllllxt ^ 'r-,k d..[-rffrf ]r'-r., hnr'.- l?d t!r. Cit I r|t a/to tlt ttTD It nr tDtxrxr}l FtrFrrfl or Gt o rxt\ att a''nrtilrlDl - titl F{fi r: - "^iii'iio nii it,i-o.ri rrtrtrx r,tnria- ! rrirJ rlr u: oEFqru (t "rn ltrl'o rI ChcnSNorthcrn,Inc. REPORT OF REINFORCING STEEL OBSERVATION ffi n'.tr ,,,., dElw,t. rfpo"rt r[ ,.rrrnD Ar nr corDtxn t-rrrr ri a c, o fxtl ^,o a4lldr rD' tttl t{fi '.- rr,r tr 3r^nrrlor. crErfrr'6 G_tnnqq-Ily.T-T5:f o." "r,'oi'i rr-iii tip -nxrri -c-r twrrrx iiiiit'i JGriiir t( r!'GD (rl r,n^ ltrrrxt '3 &iiirrrii rir iia -oirr lrrrgnrnr A.n ,srrtD lo t' rtnlt(r ^ .,-'\b 4 -[t,r,,j]* .. .o.n'dr- t,d re. ar.a l ! i'r l/oo O'-rtlta l^d-. -ia s<'r-lL" TO: JOB NO. 4 JgB 90 DATE: 10-24-90 TOIVN OI; VAIL Attn: Ntr. Stan Bcrryrnan DAILY REPoRT No. .105 SHEET 5 oF 6 75 South Frontage Road Vail, oo BlGsT ll'{volcE No' PRuJECT Atltljtiori to Vai 1 'l'r;ttlspcrrl:rt ion (lctt1-c.r, Viri l, Colo]'ado STRUCTURE Stair No. 10, Retaining ltlall sPECnC noar* SIEE cR^De ROHFOftClllo qI' NuNESS: ctE RANC€ AID CCwEft SPUONG: sPecfrcAfil|ls: TI R SIPftRTS: TY''E mr6ll lrool{T #4 (.) 16" O.C. #4 G 16" 0.C. #4 @ 16'r 0.c. Inside Face Outside Face Each Face Inside Face Outside Face Eacir Face Inside Iace Outside Face Each Face 60 Clean As Specified As Specified PtAls tso slK)P DR^tltlcs us$ co{rRrcr(n AI)lr'lsEI) n Lr-ruE olts$fr'ATKlN PA8r-IUE O{tsEnr/ATloN EI r-1 o D EI tNPt cE @uLl't llcE U€T PfIGf,CT UET PRGJECT 'TIOUIRIU€}.IS'TEOUIREIIEXTSY/rr}l lHrrwlY w'ltllo(Allll€D nE-O4lllNEI) x NATE RE-D(A!Il{f' #5 @ 8l| O.C. #4 @ l-8'r o.c. #5 @ Lon 0.c. #4 rO !.8'r 0.C. #4 @ gil 0.C. #4 0 18'r 0.C. 169.0r -'J.85.721 168.0 r 182.0 r 167.68 r 17A q,l 5r-15r West of Line 1, 40r-59' South of Line A 5t-15r West of Line 1,59r-68 I South of Line A 5t-15t West of Line 1,68r-80f South of Line A S. Urton S. L. Pawlak nfll) OBSEIWER APPRO/tD rf Mi.chacI llar:bcr Alchitccttt rc 'COPIES Attn : I{f . Scott lhrrl : (inry I'lttr-r:ir i ttuut,lr') Attn: Ilf . scott I'irT(l: (iirry l\lrlr-l' PCL Constnrction Scrvi ccs, n t tn : ['lr" l)cnny Almour'; Antlcrson lr Ilast j.ngs: Consu l. tiln t s . Att.!l : -,-!lll-.--.!,c:lrlr'. T,cs lVootl : Chcn€Northcrn.Inc.Lrnhr 1."*F -i s"nlH' REPORT OF REINFORC|NG STEEL OBSERVATION TO: TOIlIN OI; VAIL Attn: Iqr. Stan Berly[lal.l 75 South Frontage Roacl Vail, CO 81657 PRuJECT Atldi t.iori to Va i I '['r;rn sl)or-1: a t i()lr JoD No' 4 398 90, DATE: 10-24-90 DAILY REPORT No. 105 511551 6 oF(r INVOICE NO. (lc rt t c'r' ,V:ri i. Colot'ado STRUCTURE Stair No. L1, Wall, Levcl one Each Face #4 G 16" O.C. Each Face 12" 0.C., Band Around Longitudinal- Steel 2 #4 Top of Bean, Longitudinal, 1 Each Face 2 #4 Mid Depth of Bean, Longitudinal, 1 Each I ace 2 #4 Botton of Bean, Longitudinal, 1 Each Fac #4 G 18" 0.C. #4 Stirrups @ 63.0r 75.0t Grid Lines 13.1 1.3,3,36 1 - 641 South of Line A Wal1 Bean (Wall CaP) E et uts uso D gpe Duwtltcs usED E conrugron lonsro E ruu--lue oosEItl/AIloN El prrr-nug ocsmr' noN lNPtfCE @llttt llCE u€r PROECT UEr PffOrEcrmoornrxeirrs REqJlRf,l|EXTS 60 CIean As Specified As Specified Longitudinal No. 4 reinforcing was not ing was not constructed to acconodate propcrly spaced a landing. since thc foot- t"li.chacl llarbcr Al'ch itccttll-c 'Artr [tr. Scott lrJ:trrl: C;trv l,lttTt'lt itt l,cs lVootl : coPlEs Attn: Ih'. Scott $l:rrtll cary llttlt'rt tlt Ptll, Cotlstruction Scrviccs, n ttrr: llr' I)t.ttny Atmottt': Atttlcrsotr I Ila s t i. n11s : At l |trnt{ tittrcTlDa to cr rxTt| nr ?r,at E rt.) o irtttl!' ar 'lrt'rtTt. rit i'i'i-ii.irirrar artorntrt <- mrr:rr trtl, (f, rro i'<l ctt nt lGlr ci.r'rl t|tl trrtrrr bttra rrrr.xrtrxtr rtt ldtttll lo tl tt!lt{\ L d6,* .tu'.fltrillt-r .f Fr,'.'r.. l..{ tl-, i:lttli I/9O nF tflD At nr oortrtxTvl rt{Frtrt 'rr ott o f}lTli l.r{t AIr(El^TDl trt FlttfA- .r'rr r-;;D-rr;;i-cr rrlllLtl ,.vtiii^' r'jnir nt' I rrqru <r "tr^ lltlr€ rr ehcn€Northcrn.lnc.Contdu'\, I nllrr o'd 3',r-'lLl. REPORT OF CONSTRUCTION ACTIVITIES rs A qrnr.( rwficrp. ro -qrxtr- rt n.nE ^rt) .xrrinvr!. Ar .{r'9!]l ^'|€ 3(n ftttt as rr|t mlrrtj{ry{il|!:lur'('"ll,Btffi t+{"ffif]s' it!S;iiri'cr- iieinrxrs co.aunr! c r.iilrixJ lpfri cn fffur{r{r oui mpdrs E Fu{,f,lt ttultro otn rltllttl conrru urrs o'n!t rf, r€orxnt r|c l6ln lo lN lEltp- ^ 't!nr- .f r.l lllll ls-. .. o.-rta,r.. rrn n+ c[.rotA 4/ro TO: TgWN 0F VAIL JOB No. 4 398 90 DATE: 10-25-90 Attn: Itlr. Stan Bcrryman DAtLy REPORT NO. 106 SHEET 1 OF s75 South Frontagc lload Vai I CO 31657 lNvolCE NO. PRGrEcf Addition to Vail T1'an s'pol'tat ion Ccrrtct, Vai l, Colorado WEATHER CONDMONS AND TEMPERAruR€ CICAT - 45O - 6OOF. CONIRACTOR'S CONSTRUCTION ACTMNES PERsONNEL IIAIOR EQUIPMENT: ACTM1ES: Concrete placed in the bus islands on Level 4, the sidewalk on the south side of the structure and in the east wall on Level One of Stai-r No. L1. Placing reinforcing steel in this walI. CHEI.I-NORTHERi{'S Sm ACTMTIES 6bservecl the and tested the concrete placed in the sidewalk contractor was placing Mix C instead of Mix E approxinately Line 15 to Line 17.5. Sone Mi-x Inspected the reinforcillg steel placed in tlte concrete placed in the above structul:es and the stair wall. We noted that the in the island at Grid Line B.2 from Il was also placed in the sidewalk. wall of Stair No. 11. \IERBAL COMMUNICATION WrIH CONTR/\CTOR, ENGINEER, ^rICHTTE T' OV/NER we informed the owncrts representative of our findings and also told the con- tractor about the improper rnix oi concrete placed in the island' l,'lichae1 Barbcr Archi tcctu re ,COPIES Attnl lvlr. Scott l{ar<l; Cary Nlurrairr PCL Construction Services, Attn: lvlr. Dcnny Armour: Andcrson fi llast i ngs; llRS Consultants. Attn: lult'" I'cs lVood Clrcn0Nortlrcrn.lnc.Cdrr(}t' rr'9lt-. aia !.r-{r.4, REPORT OF CONCRETE PL.ACEMENT OBSERVATIONS ffi 'tiE |,O d!!ntrs.4r E o4q ft tlrfrrD a! nr: c{rrlDm^t m.ryrry (,. t.r dirn, Aro Amrrrulrxx rDi nf'ra- rDr d srarrraFl oDr6r_ior|r qr firi.ci! 7r(r|' r rq,qn.E o, o"rff;-ffiilib;fii6-cr*rnirinr ',uiirort si|'nrt wrl tE o(FcltD c/ rrfr rfJID€ B airu|tD uutl ol||t r-||lrt. nt ltr rtrt m n lElrq. ^ iF.- d t-lTifr-h- d ...rr..-. 7.i r|- Clllaa 4rO TO: 1gy1| Ol, VAIL JOB NO. 4 398 90 DAIE 10-ZS-90 Attn: Mr. Stan Bcrrynan 7s south FronLaqe Road DAILY REPORT No' 106 sHEEr 2 oF 5 Vail CO 81657 tln/orcE No. PROrEgf A(l(li.tiorr to Vai l 'l'r'ansuor-trrti.on Ccntcr'. Vni. 1. Cololarlo. t{estern sftErrc rn||I 3TI,|UP El #33 3|l _ 5rr AN co rE r 0%-5% ASO{T TEIPERTUREtrtobi le lrII I'D. l4ix nrrrce 45o-6o.oF. IE;Tltt rnf,xfll lrcxEr M). TTEq rcHq) nuE ARftl/E TIIIE SAIIPLED R8'ounbt| @UIfiER EO0{ RE\MUJTON @UXTER @uPr-EIto :lrEc Y ffi t_oAD/ CUUUI IIYt IYAIER ^DOEDo^Ltot.s L 2 100 tt7 01, 2942 oI 2943 7:52 Ntl 8:34 AI{ 8:05 AM 8:47 M As As Req. Req. As Rec1. As Req. 5 10 6 L4 lESrlIL sul?(nr) UET UNN WECHT (Pcr) Y|AI) COrcRETE'IE.P[- RATUnE cr) tlEll^ro6 r&2 No cylinders taken, Fibers adde.d to l"lix PROGRESS REFORT Michacl llarbcr Archi tccturc I Anclcrson $ Ilastirrgsi Gary Murrain ; PCL Constructiolt Scrviccs I UltS Consultants; Westcrn trlobi lc; S. Urton RE"D OESENilER Clrcn€Nonhcrn.lnc.Cdrr(}i tttgr.-r 6r'a :..-aL, REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS a A |lrntt littftclDl D ttlx[' r|r trFE ,rro Gltltti 4r !!t'94 Arf rF nfD at n': cDf.Do.'r t--f*ttirY (r (rtl d fxt:L lro arnrt[t lDl mt Flnl f,A- m. o,' Jr rrrrB c'.r-. ! q rxri.cr:r nr"r t,r ito^.r,.€ or "rn",iTJffid,iD^;ft;*dt*ltlirx'rri'rorr- : 11lr rrl ec ocrdtrD d ltltl rE n€ 6 oottttD ttt8 cnat ,firrllrlll lll. f6tlt lo ll llfna. A ..!*r J *@- .a ...it-J- 7G L. O.tl laa ..&O TO: 1g1yp ot; VAIL JOB NO. 4 398 90 DATE 10-25-90 Attn : Mr. Stan llc rryrn:rn 75 Souttr Frontaqe Road DAtLy REpoFr p9. L06 SHETT 3 OF 5 Vail Co 81657 [.{V()tcE No. PRCTECI Arkliti orr to Vai I 'l.rflnsl)ort';rt i on Cclrtcr'. Va.i l. Color:arlo. $lestern SFEFEATT'Ie SU,UP 3||-5rl An @ifiE{r Lvetage of 7% fibers tlscm TETPER TuRE R rtcE 45o-60oF.trr-rhile llfi LD. Mix C/#40 with TETilr.Tnrcxlrl.rp(Er Mt llu€ BAICIE) IIUE ,lnfiVEI) Ttu€ s ltPt ED Rf\,qJlrca{ @U TER EOOI RE\OU,Tnl O(x,NIM @t|Ptfllo]l clrEc Y^filrstoro/ C,t'UUIAIIVE H IER ADO@ o u.otas 3 4 tL4 49 0L 01 2944 2945 9:24 AM 9:57 Al.{ 9:37 AM 10:10 AM 10:30AM 4.s Req. {s Req. As Req. As Req. 8 L6 lEsr}TI sll[? 0lr) TEI U}IT trEclfl(Pcf) Yttu) c('NCNr|E IDIPE- MTUfiE cr) Rfra fu(s 4 3 4.4 I44 "T Test cvlinders taken this load PROGRESS REPOTT noplF\ l*lichac I Barbc r Alchi tccturc I Andcrsott [i Ilastirtgs; Caty Murrain ; PCL Construction Scrviccs; URS Consultants; l{cs tern l'lobilc; S. Urton S.1,.Parv I ak RND OBSEF/ER B' ' Clrcn0Northcrn.lnc REPORT OF CONCRETE PL\CEMENT OBSERVATIONS slrffi#E** .'"* H## ffiB.S'"ffiSJHR"*H,ffii,$ffi 'niE m ffffiffi'f#ffi o[a.-fE t'artl olL| lffrllaxll lia ,fir! lo lElll. a d.r.- r r-lTiii-lt-. d ...rt t t6' 15 Oattl.. aro Cdr||(}it trih.-. dta 5<a-aH. TO: lgyp Ol: VAIL JOB NO. 4 598 90 DATE 10-ZS-90 Attn: Mr. Stan llcrryrrrarr 75 south Frontaqe Road DAtLy REPORT Ng. 106 SHEET4 0F 5 Vail co 81657 hn/olcE No. PRqtECf Atltlit ion to Vai 1 'l'r';rnspot'tat ion Ccntcr. V:ri I . Colotatlo. Vilestern$T q rvlobile sP&rEAIXt0t$ 3UJUP lr l.o. Mix A/#2 5rr_5rl ,ln @i{IE|I 4eo-8% ATSE}|T TEUPERA1URE R^lc€ 4so-60oF. rErlp.mucrln ItclGT ilo.TIU€ E rcHgt TIUE ARNWE TIT'E s ||P|.ED na,ou,Ixx{ @IJNTEEWI RE\OII'IPN CO"NIER COllPtEll0t{ ;UgC YAGro,{)/ CT'UUIAITVE tf lER lDos) oAurNs 5 Lt4 01 2950 1:48 PM 2:01 PM 3:00 PM As Req.As Req.8 .|ESr MI slt l?(st)f,ET UNTT UOOHT(Pcf) )1E.D coilcnrJE TOTPE- R nnf, CF) RETI^IU(S 5 z L/2 A1 L44.3 7L Test cylinders taken this load PROCRESS REPORT nnptF." Michacl Barbcr Archi tccturc I Aridcrson I llastings i Gary llurraitr ; PCL Construction Scrviccs; URS Consultants; Wcstern llobi le; S. Urton NED OBSERYER Chcrr*Northcrn.Inc Orr|}{ l.*F. -ra J<r-rllr' REPORT OF REINFORC|NG STEEL OBSERVATION TO: TOIVN OF VAIL Attn: Ih', Stan Bcrrynran 75 SouUr FronLagc l?oad Vail, CO 81657 PRuJECT Atldi t iori to Va i I 'l'rans JoD No. 4 398 90 PsE; 1o-25-90 DAILY REPORT NO. 106 SHEET 5 OF twotcE No. ort:lrt iolr (;cntcl',Viril. (lrrl olado STRUCTURE Stair No. LL, lvall, Level onc, Ilast Side One Each Face #4 @ 16tt O.C. One Each Face 12t'0.C. Band Around Longitudinal 2 t+ 4 Top of Bearn, Longitudinal, [en1i1r1or1s 2 tl4 NliA Depth of Bean, Longitudinal, Con- ti nuous 2 #4 Bottom of Beam, Longitudinal, Conti-nuous sr'Ecrr norr* sIE- cnaDe 60 El ptexs uso R€ltFonclllc ctEtNuNa5tl: clean o sttop DfiAtll{cs us€D cl.g R1htc€ 1;*tD covE& As Specifi'ed Cl co.{rR cron lrt'/tsrD splJoNc: spccflclrFNa As Specified tr niLL-llM€ olt$nv^rloN ru' sr.ptloRTs: T.,oE El prxr-rse o{rsgvAnoN FTNSH |NPi-ACE COULP$NCE Hocltr 'H,'ffi* #fl,'ffii* or-ffi,,,-wr€ll lNlrullY wll€'l D(^TIN€) fIE-E(^MINED X #4 0 LB,r 0.c. tl4 Stirrups @ 63.0 | 75.5 r id Lines 15.1- 3.3, 36t - 641 th of Line A PROGRESS REPOKT since the grade This steel was original lY for the top of the wall had inspected on 10-24-90, been calculated wrong. but was removed l{ith the correct inal steel is correqtlv s S" Urton S. t,' Palvlak N-ELD-OBSEKIER APPROVED tT l,'li chac I llarbcr: At'chitcclur:c , t llls Con srr I t ir tl t I . n lltLl---I!-I-,--!rg: COPIES Attll: l.ll.. Scott ltla rtl ; C:rly ltlttllir i tt PCL Constluction Scrviccs, Altn; I\'lr. llcnny Almottr': Atttlcrson fi ll:tsti ngs; ^;'& t *f-t1[] * .....rra,r.. t,d t!r. (r{lln,t l/to ," ClrcntlNorthcl'rr, I rrc.',I REPORT OF CONCRETI TEST CYLINDER D,A,TA. TO:'I'OIllN OF VAI L n ttn : Illr. St:rn llcr.r:yrllrn 75 South l;rontagc lloatl Vai I C0 81657 PRO.JECT Addition !o ViriI 'fr.anspor.tatiorr Joo No.4 398 90 DAJLY REPOI{T NO. INVOICE NO. Vail , Coloraclo. '*J -. 11-8-90 sHeff 1 0r-- PIACEMENT LOC/iltON: ,v\lest Tunnel Foundati.on Tunnel Roof, Stair No. 5; Landings to Level One, Stair No. Core, Level 2, Stai r Itral1, Stai.r 1 Nr I]ATCH TICKET INFORIIATION: SUPruER lt/cstern lrlobi 1c nucK |t0. 9:21 A.ll.r]ME II^TCIIED 44 ncKET llo.01 30 73 ux oesrcH Ho. l'{i x nuE RnmD 10:00 A.ll. IME Pr4 A cu. vo.8 ;ED 10:05 A.ll FIELD TEST1NG INFORMATION: IIUE IET TAXO|1O:20 AIUSLUUP 2'Z JOlr sPECtnc no s sujuP3_ 5 tN. tN. AR cotrlu{r4.0 : wEr UMI wEcl[].45.9 r,ct. sr^rPLE IEIJP AIR Col{IE}{t4 - g I wAlUl ADD@ Ar snE 16 Gol. R0TARK 71oF.^n rrilP,45oF i: 1r-, .,f ?4 u,13 C11JNDER INFORTTATION: llo' oF cYl lNrrrRs 4 ctt ttttlt-tt stzt, 6rr x l.2t' llMrr c,"tLlulrEtts oLsr 10:35 A'l{'wltutE C^sT On-Si.tc CURING INFORMATION: lNffUL CURE 0n-Si.te Flllo 5ilon^6E F CtUTtEs Curc Box Mll{.,/MlJ(. u lE S|RIPP@ 1 1-9-90 W, S - I;rton REU/rnK& 0 rE/|.uE ^I t^r11-9-90 ACE oAl15 MTE lEsnn tor L lo D (u]5) t t !|flr:n(nctrI5)^,l[A(5q. llr.) couP. sTn. (P3) TYPE OF FlugruRt: cru|lDctt uNrr wocl{r(rcl') 7A 28A 2BA 284 1L - 15-90 72-6-90 12-6-90 12-6-90 102,500 128 , 500 l,21 , 000 137 , 000 6. 00 6. 00 6.00 6.00 28.28 28.28 28.28 28.28 3630 4540 4280 4850 shear c on / shear con/ sh ear con/ shear OFjsrcN STRENGIH 3000 Psl o 26 o 15 r€sni |tf t,ll7uroffi ntns.rDrrl lrrr or Lrrrrtru|c[ ffttt rt'q r,Mlf ^flu etllno3 llrrtci3 olllu'r15rE ]loIEO solrt ult Q.ur llofr oll lllrs ltsi fitrofir u,\Y tf, Pltovl0tD w onluls. PROGRESS REPOKI: Concrete was placed witl a pump, Sample was takcn from thc truck discharge. coPrEs xil:i::,,T'n:.iil'jl'"ctu']'c ; PCL Construction Serviccs; hrcstcl:lt lilobilc; URS Consultants; Mr. Gary Murrian;FIELD UrtonOBSERYER APPfI T. Laud.i ckP** tl I lvnul itrrntctfl m qrrm. n|r FrIr E lJrft (rrnsft\/t-., r|| 'tr IY'4(r5 l,rt: .-nr allto a< lllr iortrol {l! l_- litrx'fnTY rrf ol,n cl f-1.l:! l' no'..l.sl^|tu.'.rs,c.'Et|rfFonrxtnA:|.:i'lmv.nalcr,r|)|'r,.,.,o*.''.xrl''.i..irri*.r*itiirt,n'r*:-otrntlt|tlt||A.tovnlnt, u'|t t-rt on|tl larwEllv(tll3 Anf. r..n lu lo 0l rlRllltx;. ^ .-r.- '. rrl riirt-lo-.- or c'.nFnh x'tlrtfitr^ll)ll twl l'lt't rr- :,r'Q3l-D Or lJ'l.r lr.jrl|li r" rra'r tro. Crf,tll l/90 -ChcntlNortltcrtt,lnc. .a.a,r.a r.,,,F,. .^,, s.,-n,.,. REPORT OF CONCRITE TEST CYLTNDER DATA I {s l uullul rt|lmcT(tl ro nrrfii Trlr filnE Arm (rttrlal vT\. rtl ltfrl'mit l,n: 'iltrn'|rlll l} Ai nr 'ortrr)l |Ilw-- J'tr!,{ttft or dm ct|ltttl l1o'..|.('^tfl|.'|tlc..t'6|iixr6io'rDCRA:tsrrto!lnFlG^'|DD|.|oullrno.ru'.n'ni:i-rvrorrt,o'l,;o{/'!|Y|l||ll'|r'|tx'A.:nl,.|w[L;i;J..}f"i,}';t.f.liiii.i.;'^'i*"i,i.i.-'fiH"iu;';;'.J;.;iri].'i';'.n'';ii.;n-;^irj.rrt,ti'l,'-oun|Y|l||ll'|^||tA. 4orrrunl' uxll.:nt olltoi ,€lw{orruffE llrf ,fJrLD lo |tl wrllllllc. ^ ,n-t{r- rr ,- | ilir r I e.-. .. i..nF.r.. rod tk. CutllJA a/eo Tn. TOIIIN OF VAI L Attn: Mr, Stan Berryrnarf 75 South Frontage Road Vail CO 81657 PRGJECT Addition to Vail Transportation Ccntcr, JO[j l'ro. 4 398 90 DA,ILY REPOI{T NO. [{volcE No. V;ril, Colorado. **i 11-B-90 ;HEET 2 OF PLACEMENT LOCAIIONJ Slab-on-Grade,Ilalf of Tunnel Entrance,Stair No. I]ATCH TICKtrT INFORI..{ATION: suPruER lllestcrn Mobi le TIME BATCIIED Tn[rcK o. 1 : 26 P.ll. 49 llcKET l.$. 01 308 7 MIX DCsrcN nuEARRlvE) 1:40 P.ll. No.llix ( TIME PI.,AC cu. YD. 7 :D 1 :45 P.Ll, FIELD TESTING INFORMATION: nuE TEst Tx<tN 2:00p[,] sLuHp lli N. NR coMqr4.g : wEI uNrr wEcl[144.6 Joo spEcrFrciAnot$ su.rup3_5 ,u. ^r* ao*J#g'7 r *errn ADDED AT srrE pct. SATJPL"E TEI/P. 2 2 col. no/Anxsl 71o AJR TDrPSooF CYLINDER INFORI"!\TION: lro. oF cYlJNDens 4 cn.nrorn stzt: 6tt x 12" lluE ctllNo€tls cJ\sT ?:1q p-M- - r llglE c-a5T On-Si te CURING INFOR},{ATION: tNrruL cuRt on_site RB.o srofi 6E FActLmEs cure Box MtN./r{N(. o^rErl o rf, srntPpg) 11-9-90 tr: S. Urton R[uAnKs .E Ar tAL 11-9-90 AGE D\ts r,^IE TESTE TOTAL I.OAD (rns) DtAMEIFfI ([.rclrEs)ANEA(so. rN.) couP. STn.('st)TTPE OF NUCTUBE cttjllo wElo(ur R 'I) CruHDER uNlr wLlcr{r (rcf-) 7g 288 288 288 t L- 15-90 12-6-90 72-6-94 12-6-90 133, 000 160 , 000 156, 500 160,0 0o 6. 00 6. 00 (r.00 6.00 28.28 28.28 28.28 28.28 4700 5660 5540 s660 shear con/spl it con/sp1it con,/shear DES,CN SIRf:NGTH 4500 PSI 026 0ls llSls lt/ wrnllolrY ttt tts(rrt{I. al.r [l tar,on(wr:r $1Dl A/'rl t(}ll t a<ru vfTl Ktrt' l'14tl5 olllt'tllE{ llolfo :,oll( ltlllJilrl^l|orl oll llllS lt$ ml\xll UAY l( fnoM{x_o rr ollluls' coPrEs xil'Jill,,T'ii::.fi;i :"cture ; PCL Construction Services ; lVcstern t'lobi I c ; URS Consultants; Mr. Cary Murrian; S. Urton FIEL.D OI]SEFO/ER I-tt, ot,rr.8 rsrrr{; rq ChcnSNorthcl'n,Inc.'.ralu.|' l.!l'|.ar ...1 .'{l-rll.t. REPORT OF CONCRETE TEST CYLINDER DATA \t4r4,nqEWc'|to.llf',TaIrtfFttttE^,|l'o|tlt3l|.vt-\,|lnf'r'nfs,'{!t,ni.rll.|All||lf4r'trx'|rl^|^^flrnirlr3t^ltvrlf3'.J''ct|,.x'|tonrX''|A:rl.'r'qfn'G^''oohr,rroorm.trr.ri'.hi.;'r.lj}rloto 4OUr.t-LnD Ur{rJS On|tl ^n|urlquru||s ltll r..trllo lo ltl $nllrt,l;. | 'E{t- or rr-l f f iUl o-- of ro.'!dir- .r.n rb. C|rtl IJA a/eo TO: TO1,';N 0F VAIL JoB No.4 398 90 DATE: 11-29-90 Attn: It'tr. Stan Bcrryman DAJLY REPORT NO. SHEfi 1 OF 175 South Frontage lloaLd vail c0 81657 |NVO|CE NO, PRGJECT Adqliti.on to Vai ) Tran spoi:t a t ion ccntcr, Vail, Colorado. Stairs for Stair No. L2,Second to Third. LeveI;.l IIATCH T1CKET INFORI,T{TION: SUPruER Western l"lobi lc tnucK o. 1l7 rrcKEr NoOl 3263 MV DEtcN Mr. C cu. yo. B llME Ir TcllED 11:14 A.M. nuE ARRTVED 11:28 A.lrl. I]ME Pt/Acu) 11:30 A.Nt. FIELD TESTINC INFORMATION: IUE rEsT r l(ot 11 ; f,lArf sLU!P JOo SPECtnCAnolts 5LUUP I , tN. 3\ ^lR @lrTElrT 5. 0: wEI uNn $EGJII -.-. AJR CONTEITI IW rER ADOGD Al 5m slrrPr.E rEl/P.6gop .mr rEw.J5o1 rhr. Raf, /r,(s 8 @ 32 ydJ p"'1. r,'fl t Drn stzt..(rtr x 1.2rr 'lluE c/rJNo€Rs c"ur .11:45 A.M.wHEnE cAsr On-S j.tcCYL'NOER INFORMATION: tlo. oF ctuNoERs 4 CURING INFOR}IATION: lNllu|. cuRE: On-Site RE_D gtottAcE r^ctunEs Cure Box M|N.,/MN(. o rEnuE Ar wt, 11_30_.9 oAlE SIRPPED 11-30-90 ttY: J. Iloffman nEU RK& AGE 0AYS DATE IESTE) Igr L t.o D (urs) DIATTETFJI (NCltr:s)Nlt (s'q. N.) couP. sln. (Psl) TY?E OF FT,^CTURE C'TUNDER WE'GfII(t Js) CTUNDf-R uNtr wr)crfr(;,cfl 28 28 28 L2-6-90 12-27-90 t2-27-90 L2-27-90 146, 000 6. 00 6. 00 (r.00 6. 00 28.28 28.28 28.28 28.28 5160 shear DFSIGN 5IR€N6IT{4500 Psl o 26 D^ls lf,sls 6y t At)o&tlo(t Ft Trs.rrrtll. rxrr trt ff;r-Jr.rn^rcf- fint lFntr/\flf, al-lv vt-lli)m tIIlS OnttftrE'!: rnlfo !o!e [|| onrut|oll oll llll5 lLsI t[Foltt uaY fi |flcvlu(D l'Y ollltxs' coP,Es xi;l:::,,'il'll::.ffii:'"ctur:c ; PCL Construction Serviccs; wcstern ltlobilc; URS Consultants; Mr. Gary Murrian; J. Hoffman T, Laudick FIELD OBSEF/ER APPRO\GD TT Chcn *Northcrn, I nc 'a.Eluq |tdrd. nor, &ldtlttl. REPORT OF CONCRETE TEST CYLINDER DATA tsAUunul.odIfGTr'.tocltt||Tl-I'tfnm|E'ho(li3]l.\,Ktlli'xFEr'[3t,nr.ntr'A3n|rCo|irrxFJw-.ltr,'.'llYof(rln'|}t|rrforn.|a!.F.5.cornt6r'6onfxFI.;E'noqf'rtGu,'oor',o^'''.,<'s.,rj..iiirlllllule lonFLInD ur|lrsll on|ti ,ni|,qlrD,ns Aat ,4mID lo lrl n|||lltlc. ^ 'r-nn . .. rrl ijirrlc'-,o or G.,rFir.. .nrn tlo. Cl.El IJA a,/go ru: TOITN OF VAIL JOO NO.4 398 90 DATE: 11-9-90 Attn: Mr. Stan Berryman DAILy REpOf{T NO. SHE6-1 1 OF 1 75 South Frontage Road Vai I CO 81657 lNvolcE No. lEgJEc.T Addition to Vail 'l'aansportation Ccnter. Vail, Colorado. PIACEMENT LOCATION: Step Topping, Stair No. 6; I}ATCH TICKET INFORII\TION: SUPruER Western Mobilc mue( rro. lI7 ncKE-r No,01 3092 Mx DESIGN l,ro. l.lix E cu. y!. 4 IMe E TcllED 9:15 A.l.l. nME RRrv€D 10:10 A.lrl" llME PtrctD 10:15 A.t{. FIETD TESIING INFORMATION: TluE lESr TrxEltlo i45 AI4SLUUP 2 tN. ArR CONIEI{Ts.1 : WEr UNr WEC}fIl24.g pc{. 3{!PLE IE}rP,73op Alll II}IP.46op JOo SPECInCAnOT.S SUJVP ? _ I tN, NR COlrroJT q ,r w^rEn AoOED At strE p e-r. nor,rnxs, CYL'NDER INFORIJATION: o. oF cruND€Rs 4 rinJt{Dat stzE 6rr x 12rr IIME ctuNDE,tS c.^sr 11 : 00 A.l'{.0n-Si tcwliFJrE c^57 CURING INFORIVhTION: lNffUL CURE On-Si.te oo, oior*a FlcrunEs Cure Box MrN./rl,rx. o rEnuE Ar r,,{r".11-10-90 0 fE SIRIPPS) 11-J0-90 Br: S. Urton REIIABX$ AGE DAYS o^IE TESTE) ftTTAL LOAD (l-Bs) DIAMEIEIR (rnc|rr:s)^Jlr,,\(sq. rrt.) couP. sln. (r5r) TTPE OF frucTUnE cYul,lD€fi wo,o+lT (LrJs) ciru|roff uNtr wElcr(r(r'cfl 28 28 2,6 11- 16-90 72-7-90 72-7-90 72-7-90 131r 500 152,500 150,000 153,500 6.00 6. 00 6.00 6. 00 28.28 28.28 28,28 28.28 4650 5390 53,10 5430 con/ shear con/sp1lt con/spli3 con/sp1it OE$GTT sInf.NG''H 3000 Psl 026 DAYs rEns8l'wo.r^rofi'|rtRsorD|n.^,rfoll.'.orlo^,|c[wln|r'f|r}n|fAgnr],t..ll|o'!i|'tl|uson|t'rvEc}|()lto !o!E txroror l|()ll oll 1116 lLsI tttFoflI r{ Y tt PtlovlDLD W OOIUrJ' PROGRESS REPORT: coP,Es H;:i::,T'ffi:.ffi']l'"cture; PCl, Construction Services; Wcstern ltlobile; URS Consu I tant s ; Ivlr . Gory Murrian; S. Urton T. Laudi ck FIELD OBSERVER APPRO\ED IJY ChcntlNorthcnr,Inc ruuOEC i2BW 'a.-,|t r|.r Lnglr-. o.rl S.b.nht. REPORT OF CONCRETE TEST CYLINDER DATA rsA!tmut.Fto[crnmcrrr.ri.nEnf.Er,ndF3t|.!Tt|tlfrmf5r'f3u'nrnl]'AtnFf!}'!D|xtw.md{rtw0ff,Icll[[T5.l,|oxmnR?^ml|F|'ir,.rr'.(rsf|tn.',.tt.D.,Elt'F('!t|'FfxttlAcIl'noudlr[c^,|o||norrr"rr'o,fJ.rs'.iii,iiniolrrrnrc_orrrrrtltttttir.nirrl'r4o.rfutt u|r.Ils onlt ,iirxdJ.txn3 r{f, ,clf,Io m ll lrtlllulc. r 'iri.!- ot rl.rl lftl]-'lr-+ or Gohroir. tonn l|o. Cl.zllSA a/eo To: TOWN oF vAI.t JOg NO.4 398 90 DATE: 11-10-90 Attn: Mr. Stan Berryman DArLy REpOff NO. sHEEf loF 1 75 South Frontage RoadVail CO 81657 tNvotcE No. PROJECT Addition to Vail Transportation Center. Vai1, Colorado. PUACEMENT LOCAIIO|.T: .lSteps, Stair No. 11; Sidewalk, Level 4; B^TCH TICKET INFORMATION: SUPPUER Western MobiLe NUE SATCHE} mrrc|( No. 150 11:09 A.lt{. LOI Mrx oEslcN *.Mil c cu. YD.8 A.l.l. TtrE PucEo 11:45 A.l.l. ncKEI 11o.013130 nME ARRIIED .11 :30 FIEU) TESTING INFORMATIONT TtuE TESI TAl(oll2:ooPM SLUHP 3 .ro8 sPf,ctFtclllot6 SUJUP 3-5 tN. sAnPLg TEllP. 72o NR IElrP. SSoF col. notrrRr(s: 0 of I Xl3 lN.Arn coNrEr{r4 . g : lvEr UNT wEc}fif 44. I pcf. ^,,^ **r$tg; trwAIER ADD€D Ar srr 10 CYTJNOER INFOR},IATION lro. oF ctuNoERs 4 x l2tlTiflJIIDERsrzE6rr llMf c'tLlNDERs C"t9r 12,15 P-M- wxFnE C,tr-sr On-Site CURING INFORI,{ATION: lNlIuL cune On-Site F|B.D sroRlcE FrcrtmEs Cure Box utN.,/u/0( o rE/T|uE AT rJ&11-11-90 uAlE SIR|PPD 11-11.-90 Fr: S. Urton RDT RXg ACE TI^IS nlE TESIE) TSIAL IOAD(rrs)DUUETF-N 0NctrEs) NlFA(sq. N.) @uP. SIR, (Psl) TYPE OF flUCTUNE G'TUNOER wElotfr(uls) c.|u o€R UN]tr WEIGIIT (Pcf) 7 28 28 28 11-17-e0 12-8-90 12-8-90 r2-8-90 121,000 161,500 170,tgqg t72,5oo 6.00 6.00 6.00 6. 00 28.28 28.28 28.28 28.28 4284 57r.0 60-10 6100 con/sp1i.t con/split conlsplit con,/sp1i:t OEIGN SIRENGII{4000 Psl o?e q r/s lE l:t gt |/\df^loft ltfts rom. ^rrt lll fr.('rorr|cf, wrnt fr't1 r:{rf astv -ut' X)m I'l{nis OntfXtvE;E lblf0 sox€ [flonr'|At|()r| oll lllls lLsI ,ftroflr luY fi: Pttc 4l , ItY on|t'Fs' PROGRESS REPOKI: Concrete was placed r,rith a pgrnp, Sample was taken from the truck discharge. coP,Es Xil:?::"T'ffi:.ffi11'"cture ; PCL Construction Services ; Western lt'lobi le; URS Consultants; Mr. Gary Murrian; S. Urton T. Laudick FIELD. O-BBENVER APPROVED I,I/ Chen*Northcnr,lnc '.r-||ri? lrltp.r .nd !.i'rlhl. REPORT OF CONCRETE TEST CYLINDER DATA ls^UUIrA'la0r'c['|.'on[[T3nltFl'ttEl'|t'.t|is.|.wt'||li''ronTs,|islmr.nlDA3rfo''ro|xlw-Fl(xt'tt'ololmfirE,,|oAmlx|,^E|F'irj.i|.rs'^|Tu''|T5..tr{u6itGo|rxTi|.I5''|.|{('l'|l.w|r,[oournrrriij-.ri'.iiir.rninl.rrrorrrl-on|nn|tl|NrlirvA.4orrlltt! u||trs3 on|(i rnMr{f,trt}ns l,lt rr7rtlD lo r{ wHluc. r F-riD- .r u-l ijiii-le*r .r Go't oir.. .!rrr rb. Gr]tl |JA a/CO ru: TgwN OF VAITL Joo No.4 398 90 DATE: 11-12-90 Attn: Mr. Stan Berrynan DAtLy REFOI{T NO. SHEE;I OF175 South Frontago Roadvail co 81657 tlwotcE No. PRorEcT Addition to VaiL Transportation center. Vai1, Colorado. PI.ACEMENT LOCA]TO!.|:Structural Slab, Stair lJo. 12; Level 4,Roof and West l'1a11,Level One, BATCH TICKET NFORI,IATION: suPruEff Western Mobile rRuct( Ho. 54 ncKEI tKr.0l Sf 44 Mu DEstcN I,Kt.Mix A cu. rc. g nuE BArcfiED fl:41 A.l'1. IIME /rnnn/E) 12:00 p.Irl. TIIJE PtrcED 12:05 p.M. REI.J TESTING INFORMATION: nuE 1I5I TrrfiXlz:lsPM 5LUUP 3% rN. /{n @t.{rE |T1.?ZV{ET UNIT WEGtr144.0 pcf. SAMPIE lEl'tP, 7go .{n TotP. 55op JOll SPfclnCtIPt'|s SuJupg_5 lN. AIR cor{TotT4_g,i wArsr ADD€D AI slTE 6 cdl Ra.r^&(*3 2 of 4g ydJ IIME CIUNDEIIS O\ST 1 2 :30 p _M - wlFJtE c^sr 0n-Si teCI'TJNOER INFORMATON:t('. oF GYIJN0BS 4 cIIJHDER srzE 6rr x 12rl CURINC INFORIThTION: lNllul cuRE: On-Site RE-D sItlRAcE F,lcttmEs Cure Box MtN./,rac o tEntrc Ar r.lgl1*15-90 orE slnpftL ll-13-90 rr: A. Bathke RD/^Rx& AGE {lAlls OAIE 1ESTED TIITAL L(xO(|js)DUTTEItN (r'lclrEs)AnE (sa. N.) @uP. sln, (Psr) TI?E OF fRrcrunE c,'|ruNDER wEolfr(t8s) CTUND€R UNT WElflfT(Pcfl 7 28 28 28 11-,19-90 12-,10*90 12-L0-.90 12-10-90 94, 000 128, 500 r27,500 128, 500 6.00 6. 00 6.00 6. 00 28.28 28.28 28.28 28.28 3320 4540 4510 4540 shear con/split con/split con/split oEstc slno.lcTH 5000 Psr o 26 o^ls lEsI3 E UDqUrc*Y |ttn:lrr|rrn. lnf [r rxrrro r|cf, w'nl lPn rJflf ant lelrxti llll f,:li on|laynSE llrlto soll€ llltuur l|o0| otl ll s llsr 8f|roflI lrAY ll( Pnw xD ltt ollluls. PROGRESS REPORT: Concrete was placed with Sarnpl e was taken frora the a Plx{Prtruck discharge. coP,Es Xffi:l::,T.ffi:.ffili'"cture ; PCL Construction Services; Western ltlobile; URS Consultants; Mr. Gary Murrian; S. Urton T. Laudick FIELD OTISEFVER APPROVED gT ChcnSNorLhenr,Inc,'rrqlUn, bOr-... l|r{ Sc|..'dhi. REPORT OF CONCRETE TEST CYLINDER DATA {3A(u|tu|-morcrrm(F,r3I[F||l1.t^'|oc,i3ll'!fll.||l|f'Qnrsr'i:stmr{Tr'',As[rf,l''''|lW...,trFlnw(rqnc|,u.nL,,|l'Aml|l^l|mr.rst^tf|.I,,tlt.mlrql'sx,6o[rxln,crt'louo.|F|G^,|m,',ounnr.rp,irl'.ri.iriin,idrrtrrpcotlsl'n!tl|.:ountIrt uiljs ool.| ,nrul(rrofls AFL r4r D r! rr wRnlrc. I Entr .r *l@o-r or co.n"oir- aonn Br, G||tllJ 4/eO TOI{N OF VAIL Attn: Mr. Stan Berryman 75 South Frontage Road Vail CO 81657 PRO.TECT Addition to Vail Transportation JOO NO.4 398 90 DAILY REPOT{T NO. [wotcE No. Vai1, Colorado. DATE: 11-13-90 SHEET 1 OF Ccnter . PI,ACEMENT LOCA]ION: Islands at Expansion Joints, Level 4; ., BAICH T|CKET INFORITIATION: suPruER ltlestern Mobile rRUcJ( No. 46 ncKEr NQ1 3152 Mu DErcN No.l,lix B cu. ro. I ntrE Ir rcHE) g:51 A.M. nME lfiRllcD 9:06 A.M. 'll,rE PtrcE 9:20 A.l'1. FIELD TESIING INFORMATIONT IuE TESI T/rxtltg 3ge Al,,l sLuup g t . AIR coMur4.g : wEr uNtr wEcHT142.3 pct. s rlPlI TEIPTSoF. AR rErPS0oF. JOo SPEClnCrnOt|S SUJUe3-S tN. AIR CgNT6r1T S X wAlgt IDDED Ar SIIE 11 rkl. nOrARI8 CYUNDER INFORI,hTION: r€. or crlJNDEns 4 c,YljfloEr stzE 6rr x 12rl rluE GYUNDERS c,llsf 9:45 A.irl.On-Si tev/HEnE C,\Sf CURING INFORIIATION: IttrlUL CURE: On-Site RE-D sIOR^cE nctlmEs Cure Box Mr1./r,co(. oA]EnuE AT tA[.11-14-9-0 ll lE sIRlPPg, 11-14-90 st: A. Bathke REraRxs: ACEol5 DATE IESTE) Igr L LOD(r!s)DUrIETEJT (r'rcl rEs) xlFA (sa. N.) couP. fln. (r50 TYPE OF NUCTURE CYUNDER wEtolfl (LBs) fitJNOER uNtr wflclr (Pcf) 7 28 28 28 11-20-90 12*11-90 12-11-90 12-11-90 105,500 151 ,000 144 ,000 146,0oo 6.00 6.00 6.00 6.00 28,28 28,28 28.28 28.28 3660 5340 s090 5160 shear shear shear shear OESIGN SIR€}IGIH 3500 P$o?6 oAls rEl:t Ft t,|ltqurotrr FtFs.t|nn. |'|f ol |.rrxrD+ll:t flnt rrP| r: olt alru uf-rl)tts l'frl fsl onlt,tilrS€ ]lolfo so|lE Nrut|l tx)ll oll nll' rtst ntlrofiI u Y rnono(! ItY on|.J|:l' PROGRESS REPORT: coP,Es H;|i::"T'lil.lllll'""'"'", PCL Construction Services; Western Mobile; URS Consultants; Mr. Gary Murrian; S. Urton T. Laudick FIEU) OI}SETIIYER APPRO\ED UT