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Home My WebLink AboutVAIL VILLAGE FILING 1 BLOCK 5D TRACT B C VAIL TRANSPORTATION CENTER 1974 PHASE 1 FIELD TEST LEGALaOO hdbor drc adqodo grrc cobfodo ' 0mi7 303 ' :46 .7547 031 sorrh frorraqe rood \ €sr o o bo( 1E44 - rei.cdaacb.01657 303.4rb.0297 ocroBER 161 1 FltE 0cT1eE74 R€3 FIELD OEN8ITY TE8TS F I LL BENEATH DR I VE. I N RAIIP8' PRorfEcr No. 555 F I ELD OC,N3I TY TES?8 NORTH WALL OF THE VAIL (see, ortLY RgPoRT BEEI{ COMPACT€D TO AT i 974 Ineenng TOIVN OF VA I L P.O. Box 100 vAfLl coLoR^DO 81657 ATrNs MR. K€Nt ROS!1 TowN EileINEER GEilTLSMEN! SU0UITIED HEREWITH ARE THE RESUL'S OF IAKEil IT IHE COUPACTEO FILL AOJACENT IO THE TRAil8PoRtA?t oN CExrER. THE RESULIS OT THT FIELO OENSITY TESTS lilo8. I rnnu 5) tt{otcAT€,o r}tAT rHE FILL }tAs LEAST 90fr Oe MAxtMUu MOorFrEo PROCTOR DENSITYT PER ASTM 0-155?t PER PROTTECt SPEClf lCAllOllS. RECENT CONVERSATIONg Y'I TH colrTRAcToR rYl LL 8E REQU I REO T0 ilATERIAL IT{ THE UPPERMOST TEN BACKF ILL ADrrACE''t TO THE NORTII SPECIFICATIONg. RT,SPECTFULLY SUBMI TTIO 1 a1^^ Y\ro E' S r^n,-ort a*lu THoMAS E. SuuuenlEer P.E. PRES I OENT T$/EB gHCLO9URES 2 copt€s sENr ccs KKBI{A ATTN! MR. NEIL DUNBAR HYDER CON8TRUCTION COMPANY' VAIL MR. KENT ROSE I PLACE LESS THAN(10) reer oF THs AilD IVEST WALLSI NOICAIE THAT THEsrx (6) rNcH sfuE FOUNDATION WALL PER PROdECT 4#" a\ ft c r|, rdz G) o F t/l F F o(J ulJ ul la <n .: rt- L,o G(, ouIgl z lr i.o !Jo 2 o b, (t o =IF GLl ld(t c I = o lrl GJ tn au, : Ir 4o o lr,IEct! EulI oF at ta, altza tr| o .o zo o 6,I CIo oF(, tllh F (,l trl C' oz olF 3c| tal E (rt lr, <t) :<c =LrJ tr lr, oc Go &o t a o lr, () o'too JJ t! Lr,0ifoIJ c) E o- oz. Fz trJ =o- :f,d UJ z ;O = c,-\f\\n Io = U' thzg, tro ooc(L o : : oo =tt =x t |! c) s zo o G =o C) =f =z =az ; : trJ a JIJ o>aF- uJ. " t,l >\J 0n o\ cn o\-t cn ]-- .9?)<=u L\q (r.r( : ^ G l',J d LrJ (fr@ (\l rf\ tl z. F J 0ooJO@J CO OI FOtr.Z,oz, tro .cl c^(!\ Nr+ N.d .G;JC! J(U <z <2gl trl3IJ -JFO FOtrc) a(Joozz I I -l o FEo o- UJ J o z I L, Go a L,zlrl(o J l! z F 1 Oa LrJo -*C\ 6 q\ irJ F- o rn lt'l tJ.\ oz F(J lr-l-oE(L anFJ (/, trj c( F-(t UJ F l- ahztrjo JI u- a L.| z lr,(t zo Eoc r0 a, c Fo UJ o o- ! bo 2Io z l.r. Jc) G u, u, = o tJ F F o F O Uu,J trj :)a a 2o '- ra,o Bo ct t.lJTa 2 ; IoJ rd6 art o rd o o : t a to zct Fo c,too go o to c, u, a oz dt 5ntt G Fo rrl a :<e =LrJE LJ o CBo o TF =o tr, o o. =cto j l! t,le o trJ c oz F-z.td 5g trJ z ;o t\ rr\ I L"' :EF ch azko Go 1-oo arl o-l o tr, ] Ll oolE] I =i :E] xl<lt1 lblol IH.lo1 O\1 tl zlol FJo o. =o(} E:t = z = laz. ; ; o UJ U) JtJ -o-Q>aF- trJ . .." trj \o (?\ -=- ;F- .co(Jx .2. o- <= i'^ Grd 3"d o I z F J oo @ o I Eoe -l z F cc o- UJ ) I I I I ' .i+ z 5; lrJ?ld()F E(LO =r ts C}e, o o.: E 2 I rr, tro :E lr,: ldo J z.I ; a trJ E gJ Fz tr,() zo F qostttz{trF r3 F() trj o j { lro a3o Fztrj J C) Ec tr,E o TJ F l^, J- z ; o O ul trJ trJ : <n trJ tn :: IF IJo go o $J-(,t = Eo L, 6 2 o u, o o =T ctJo tr rt,JJo G tro Eo C'7 Bo trtl{ooJ .9 o E = too{ J L zcl ltt =6o Euc o 14 c): o u, (r =t! 06 Ul*()Ic z,clg lr Ll vl zo o rdoT3o 3 :g LlF = rdr) GII ;o rda (tt E tr, t F thz Ir,o lr, oo 2o (){ o.to(, Go (, L.,J' C!rntt\ I =tsa F 6zul o o o- o lr, L oo =3T x ! Lo u zo ts c) o. =o() =f =z = (n z. ; C) t! o UJ a JUJ -o-o>- ; Y\O o- O(J \o(\lO\O uJ r- "'z \oo (\€ t-- >-t!cccnc)ozo.trjo (\l(?\ @\of.\ -i C)> $e- t\f rn lf\ ;. .(n()xf,a<= l.(^\ l.r\ ct\ fn :'^ EUJ tr trJ oo FC\(\l tl z.o F J ('0oo oco l!Loo IT tr0looz.z -ol t..\O . O\Jr- J?JJ<z <z =: ==tTJ TJFo FOEC, E(Jooz,z 5-: 9JY rn .l oz t-- E, IJ ) J =EF Eoz ln, a.2 G z I UJ G c) E u,z trt cD Jj L z. ; =c)a LrJo + c\- o\ o\ Lr, o zo GoI u,t G F C) UJao , \n oz. F() trj.J o (L al ;l ttt I-l Fl <Alr!l-lil -l.nl fil C]l ol :l J bo z =oF Fz 3 () G tr.l ra, = o o U F trl F F oo !J Lr., J t'l = t,l <n 2 It- to Go o trlx6 : lr =(l rr, to (,| o rrt C' oz !F o. lr.lo o ldo{Jq o2 td6 : E rrJ F : oz JI<l EI sJl <l =l L, la aI Lo o trJ U Ia ao F(, o:oo ==:x = a :<E =UJ c\.rn rJ.\ Io = @ at2 L,o EoF()oE o lrJ lL: o5 =: =x = ttJelo UJ() E o- oz. Fz. l^ri = 5c/ trJ z 9 (J o zo o o.:o() =:' =z T az 9 F () t! 6trj o-a JUJ -co>Ar- <J\( 2 O c t!L F:-. ^<ni "- ;O o\ jt F >-t!c(^()o-z a- trJo AI .:i' >te-C! la\ =>- .(n <) x:a<x lcl cn$ - 5ur lr\ o I z 9 F J (\l 2JUJ:t<J3o(JT .ci(Joa7 cobo o- JGJO<zB Erf\ G\Ooz, F y2 \o z F(r tr, G -t o -?t\ (\ o irJF o oz F() trJ.?o \r\\rn (, cl bo rdo (/) I tro = ! LL Jo o tr, (, 6Toc) zo F -n @ trJo Gt{F a, tdo -c' F goo(t 2 EF ! F C) lrJao Lo z!o Fz lrJ Jo tr 3 ta, = F co r.J F F o F trt J ==: trJ o-t' F- I Fc lrJo oIt(t J G az Irlo J : tr rdF(t oz, E lrt I u(, lrfo g(t o UJ E at =b 3o t$ a0 ul UJ EI zo o rdF (' ;z a :<E t! t,l o UJ o Oz t-z hJ =(L = UJ ;o c) es Io :EF @ F az rdo EoF(to G og L ooE = =x T ll 2o Fo 4xc|(, E3 =z = tnz.o F 9 : c) UJ IIa JLd -o-O>(n t- l.. - r-rl "'-2.ox O\€ oo-i cn =. -LL x=.o-<= lJ\ v\ c^ cn .r: t.J-;o oln t\Or- (\tl z ; () J N -?ltr- O\ 2Z =E=aoo(). C) .J .. (r= a Jo o<J lr. J=@o co L.uI lrOoF o JO JtsJZ, J tr, E- 7,2NI . A-FN F(\ Ee EFoozz I ^l () z. FE o- UJ J i(\ o td o r. oz F(J Lrj -JoE(L olzl olJl :)lol Ilr. Iol I rr, Iol r/t I EIFlElolz,l IJlJl l&l 3o o olrlF(, c =o() z 9t- ; (n t^Jo E rd E L,(J zo Goc6z E F C) UJ o uo zFoF Fztrj JO at-J a Lrj(r F(n tJJF F -vtz. LJo oJ lrJ t! rlu ocr 1+ tszr .oncorOr,rro ,r' ono COI,4PRFSS IVF STRTNGTIi RiPORT400 F6rco( dde-ccrc(ffi lFr€scoileb . 80917 303. 506 .bd7 CL I E N T I.AB CONCRE TE CON TRAC PRO.J TRUCK IU+-IN0 NO NO TOR ro+-r-( ri41-1145 ) Porto IIi-x truction Co. Soil f-' Jouen9l aton ne?rng 10J1 south Jrr:nage rOod 'aestp o box 1*14 val . cobado .O657 JO3.475.0297 T ICKE T NO rtME Mr xeo 10:i51"*tueolO:52pulceo li:1C LOCAT ION OF PLACEMENT I N STRUCTURE 4th flosr slab I-j i/:., YJ Line. ail TransportationV, QJ VI F o-f CU YDS PLACEO... TRUCK LOAD I NG. . . 9/2r/7 4 12:00 ?)LvMF .... . -=- INCHI S FRESH coNc. *'r.. 142'ij :;ENT. A IR CONTLNT ./'./ SAMPr.E cuR,*"...Lab' OATE OF TEST. TIME OF TEST. PCF % IVA TT.R ADOE D_GAL S Pt.ANT .EMENT coNrENr.. S sx. -=" coARSE AGGREcATE- FCY WA TER CONTENT... - UVATER-CEVENT. , . ADM I X TUR E . . CALC I UM CHLOR I OE MIX NUMBER SPECIFICATIONS.. DESI GNEO 8Y.....F INE AGGREGATE. i/4" J/4" -t4 FCV i4 78/6o CU YOS CU YOS cl t-,/ t- o RATIO AEA oz/va /u .,OB S tTE 1.5-)/4" sPEcTMEN NUMBER 104-1 1141-7 LI42-7 DATE TESTED io/e/7L ro/2/74 NUMBE R OF DAY S CUR EO 7 ,/14 ,k olMeNsloNs, lNcHEs sTD. cvt I NoEn=6rrX'l2rl q+,i srd sPEC I MeN tvE I GH T, PoUNDS 1Q. LY co.l-u BSSD oe.rus I rY ' PCF l4-f o o L4'.L AREA oF CYL lNOeR, lN' srD. cYr,-INDER=28.2? tn2 28.27 1w.l'/ TO TAL TCST LOAO,POUNDS 95000 95000 cOMPRESS I vE STRT,NGTH,PS I SPecIF I Eo STRENGTH,PSI 1504 iroo TYPE OF FRACTURE: 1) D r AGoNAL sHEAR 2) coNe )) vERrrcAr.. sPr-tr '1 1 Pozz. addedREMAR K S SAMPL EO BY troaM O-1 G. !,lanzari TESTED BY G. Manzarl S I GNED -'!tF o, S, RU oCT 1 41974 aon.orlFrrLD TFST AND 4010 l-nrbor dacecdo.ddo ryr1g, cokrddo . 00917 3Gl . :06 . 1547 1O31 sor.lh f roflaQe rood u,€srp o bor fia4 - val .cdoado.01657 JO3 . 4b .0297 COI'/|PRESS I VT STRFI,IGTFI RTI.CRT CL IENT NO I.AB NO CONCRE TE NO CONTRACTOR PRO.JEC TRUCK NO l_04-1 Porio j,iix J. -rl on Co. soil ndation n9tneeflng T ICKE TrMe Mrxeo 7:09 lnnrveo?:23 p.a6gei:li LOCA]ION OF PLACEMENT IN STRUCTURE 4th floor slab L-, i/), B-C Line. cu YDs PLAcED ... zl/3o+ cu yDS TRUcK LoAD rNG. . . 7 WATER CONTENT... - WATER.CEMENT... ADI\'IXTURE.. CALC IUM cHL OR IoE M I X NUMBER SPECIFICATIONS.. DE S I GNEO 8Y..... CU YOS ell,/t-o RATIO AEA oz/vo f; oArE oF TesT.. .. 9/25/71 r tME oF TESr. . . . 9:lq sLUMP ,.... r':' TNcHES FResH coNc. wr.. i:|i.Z pCF ENr. A f R coN tt,t j-6 % sAMpl_E cuRtNG,,. Lab IVATER ADDEO-GALS Pt.ANT cEMENT coNrENr.. .j Sli. p6v oOARsE. AGGREGATE--- PCY JOB SITE 1.5-)/4u 7/Lr )/ 4u _trt+ PCY i4F INE AGGREGA TE. Concrete Ten Alr Ten z -A^o)j sPEctMeN NUMBEF 104-1 DATE TESTED r0/2/74 La/?/?4 NUMBE.R OF OAYS CUREO D IMENS IONS, I NCHES sro. cYL I r.toER=6[X12tl SPEC I MEN WEI GHT, P DUNDS BSSO OCNS I TY r PCF AREA OF CYL t NDER, lN2 srD. cYr-truoen=28.2? tr.r2 TDTAL TEST LOADTPOUNDS cDMPRess I ve STReNGTHTPS I SPeCIFIED STRENGTHiPS TYPE OF FRACTURE: l) otAGoNAL sHEAR 2 ) corue 3) vERrrcAt- sPL tr Pozz addedREMAR K S SnuplED 8Y G. Manzari r€srED By G- Man z..aY.i s tcNEo Rtt ocT 1 41974 conc^r0 r,r,-o 'r' n*o COIilPRTSS IVE STRFNGTH RFPORT4OO hfibs ddce cdo(odo 9r€6 cobrado . 00917 3O3'546.1547 1OC1 souh frc o@ rood \;€sro o box fi44 - vd . cobodo 01657 303 . 475 .0297 104-1-( 1105-11r0) CL IENT t-AB CONCRE TE CON TRAC PROJ TRUCK 104-1NO NO NO TOR Porto Mix tructL nCo foundation dngineering LOCAT ION OF PLACEMENT I N No O) TICKET NO TI STRUC TURE Me 14l xeoS:02 nRRr vED_pr-nceo_2if9_ 4th floor slab A-B Ltne 3-5. Transportation k, €g CU YDS PLACEO... TRUCK LOAD ING. . . N'ATER CONTENT. WATER-CEMENT... ADMIXTURE.. CALC I UM CHLOR I DE MI X NUMBCR SPECIFICATIONS.. DESIGNEO 8Y..... 10/7r*CU YOS OATE OF TEST.... 9/zi/r+ cu Yos rrME oF TEsr.... 9:10 e nl,/t- o RATIO AEA oz/ vo % SLUMP INCHES FREsH coNc. wr.. 14i.2 pcr ENT. A fR coN rr*, 3'4 fr T ^LsAMPt-E CURlNG... -ot' IVATER AOOEO.GAL S PLAN T cEMENT coNrENr.. 5 slc. pgt .JDB SI TE 1 .5-3/4" cDARsE AGGREGATE- pgv 3/4" 3/l+"-#4 F I NE AGGREGATE.I r-v 6t+ SPEctMEN NUMBER 104-1 l-ro>7 lLO6-7 olre tesrEo 9/30/74 9/30/74 NUMBER OF OAYS CURED Ir+2R ?8 oIMENSIONS, TNCHES srD. cYLlNoEn=6ttXl2tr std.sfd sPECI MeN rVE I GHTTP0UNOS e6.14 ?8.L7 BSSD oe,Hst rv' PCF l.4).Y Lry.' ARgA OF CYL I NOER, I N2 STo. CYt- t Noen=28.2? | Na lOoll 10.11 TOTAL TCST LOAD,POUNOS 97LOA 97LOO coMPRESS t vE STRENcTn TPS I t4t SPECIF I ED STRENGTH.FSI 750A 3500 TYPg OFl) otAGo2) coHeJ) vEnrr FRACTUR E: NAL SHEAR CAL SPL I T l-I REMARK S SAMP L ED trnDM n-l BY L, Lechner TESTEo eY L. techner S I GNEO RU oCT14874 TLD TIST AND . COi'4PRESS IVF STRFNGTI-, RFPORT CL IENT NO t-AB NO CONCRE TE NO .ou.^O '4O0 harbor ddca cdorado pr)gs cdo(ado . BOA17 301 .506.7547 031 sourh f rontaqe rood ra,,esrp o box tQaa - val .cobrado-0'1657 303 .476 .0297 CONTRACT PROJC TRUCK rtME r\i'tao lC:lirna LOCAT ION OF PLACEMENT tN srRucrups 4th floor slab foundation dngineering Porto Mi-x lvED_ A-B Llne, o.oceo-11'.29 >5, 104-i-( rr11-1r.15) ructlon Co. T I CKE T N Vail Transnortatlon kj g s CU YOS PLACEO.6o* /7i+ TRUCK LOAO I NG. . . IVATER CONTENT IVA T E R- C E M E N T . . . ADMIXTUFE.. CALC I UM CHLOR I DE MI X NUMBER SP EC IF I CA T I ONS. . DESIGNEO 8Y..... oATE oF rE Sr. . . , 9/23/74 rtME oF resr....12:oo 2*SLUMP ..... -" 'l r,: 't F RE sH coNc. wr . . -1)'- ENT. ArR cDNTENT 2'2 CU YDS CU YDS oe u,/ t- o RATIO AEA oz/yo 7; I NCHES PCF ,! SAMPLE cuRlNG... l,ao' WATER ADOED-GALS PI-ANT ceMENr coNrENr.. 6 Sk.--pgy coARSE AccRecATE_ PCY F INE AGGREGA TE.pav \/4rr JOB SI TE 1 .5-3/4N )/4t -#4 S4 SPEctMEN NUMBER 104-1 LLL2-7 OATE TESTED 9/io/z+9/to/z+ NUMBSR OF DAYS CUREO 7 7 l4 2b 2A olMeNsloNS, l NCHEs s ro. cYL INDER=6nXl2tr (+A std sPEC I MEN wEt GHTTP0UNOS 2?.9t+40. u4 BSED oerus I TY, PCF 112.5 L+4.O AREA OF CYL I NDCR, IN2 sro. cYr- tNoen=28.27 tr.ra 2e).2??6.27 TOTAL TEST LOAD, POUNDS 108000 101000 COMPR€SS I vE STRENGTH,PS I 3820 tb4t sPEcIF r ED srRtru6rx,Fg I i500 Sroo TYPE OF FRACTURE: l) orAcoNAL sHEAR 2 ) coNe3) vERTt cAt- sPL I T I I ReMARKs -Pgzz. added. r^DM n I resrED *..' L. Lechner S IGNEDSAMpLED Bv L. Lechner RU 0$t l.| Gtr! -{F' co*corO ' rr-o'rrsr n*o COMPRTSSIVF STRFNGTH REPORT4O0 hdrbor dace cdoracb rornas cob(d6.0mi7 303'506'b47 lOCl souh fromaoe rood u,eslpo uo< fua - wt.cobodo.81657 JO3.475.0297 neenng CLIENT NO t.A B NO CONCRETE NO CON TRAC TOR PRO.J EC TRUCK NO Porto Mix ctlon Co. T ICKE T NO r I ME' M I xgs 2l]0 ARR I vEo-_pr-nceo..,b{- LOCATION OF PLACEMENT IN STRUCTURE North rall tunnel to level J. 104-1-(r].u-l12e) Vail Transportatlou t, fl '-. TIATER CONTENT. YUATER-CEMENT. . . AOM l XTURE CALC I UM CHLOR I DE MI X NUUBER SPEC I F I CA T I ONS. . oESIGNEO 8Y..... CU YDS OATE OF TEST. CU YOS TIME OF TEST. er l/u o RAT 1O AEA oz/ vo 6/ 9/23/74 Jz20 sLUMP FREsH boruc. rr., 143'1 pcr ENr. AIR coNtr"r 4'4 # sAMPLE cuRtNG... Lab' rvA TER AOOeD- GAL S _____Pt.lN r 'EMENT coNrENr.. 5* sk. "'?t COARSE AGGREGATE- PCY 8/26CU YOS PLACED. rRUCX LOAO ING. JOB SITE F fNE AccREGArE.. ..----- PCY - #4 SPEctMEN NUMBen I04-L 1117-7 1r.18-7 OATE TESTED 9/Jo/?4 9/30/74 NUIIBER OF DAYS CUREO 7 7 14 ?8 ao otMENSIONS, tNCHeS sro. cYL I NoeR=6t|xl2rl std std SPECIMeN WE I GHTTPOUNoS 27.7'27.75 BSSD oeruSITY' PCF 14L.3 141.1 AR€,A OF CYL I t{OER, I N3 srD. cYL r nogn=Z8 .2? lNz 28.?7 28.27 TOTAL TEST LOADTPOUNOS 88800 90800 cOnPRgss I vE srRENcrH rPS I 3L4L 3?t2 SPECIF I Eo STRENGTH,PS I JOO0 3000 TYPE OF FRA I ) ot AcoNAL 2 ) cor.re 3) vearrcrl CTURE: SHEAR SPLIT 1 1 REMARX S SAMPL ED trorrr n-l BY L^ Lechner TESTED BY L- Lechnen S I GNEO o, f, .o*.rrl F I rLD rrStn^xtt 1 4 1974 4O1O ltrtxx dacec6(ddo ryr'95 cobrodo . 00917 303'596 .b47 1031 :ourh frontaqe road westg o box 1E4a - vol .cclcrodo.01657 303 . 4r5 '02S7 Ineeflng COI'4PRFSS IVF STRENGTH REPORT CL IENT NO I-A B NO CONCRE TE NO CONTRACTOR PROJECT TRUCK NO r04-1- ( 1099-11c4) 10d-i Porto }lir r I ME M r*eo1:1 346 6pp s'yEp 2:00 pLAcEq LOCATION OF PLACEMENT IN STRUCTURE Colunno on A Liner 11-L2. transportation Cen T ICKE T NO CU YDS PLACEO... rRUCK LOAO I NG... .\,Iot a* II'A TER CONTENT IVATER-CEMENT.. AOM IXTURE CU YDS OATE OF TEST...g/zo/24 TIME OF TEST.fr 00 -4SLUMP .....-!3- FREsH cDNc. wr.. 1+2'ag ENT. AtR coNTeNl 4o) SAMPLE cuR I NG.. . J,8Dr CU YOS enl,/t-o RATIO AEA oz/ vo d/ I NCHE S PCF d CALC I UM CHLOR I DE MI X NUMBER spEclFlcATroNS.. OESIGNED 8Y..... Concrete Eenp. WATER AOOEO.GALS PI.ANT cEMENT coNTENT.. 2? Drro Ff,? COARSg AGGREGATE__.--- PCY F I NE AGGREGA TE Atr Tenp. ..,D8 S I TE 1 .5-3/4u 3/4n j/\,-i4 _i4pnv 58oF .:'=r- sPectMEN NUMBER 104-l LOq9-7 1100-7 OATE TESTED 9/27 /?4 9127/74 NUMBC,R OF OAYS CURED 14 ZB ?8 olMENStoNpr INcHES s?o. cYLtHoen=6"X12n std std sPECI MeN l\lE I GHTTPoUNDS 27.6r e7.60 ESSD oerus I rY ' PCF r40.7 140.5 AREA OF CYL I NOeR, I N2 srD. cYL I NDgR=28.?? | trra 28.27 a8.27 TOTAL TTST LOAD,POUNDS 85500 84500. COMPRESSI VE STRENGTH'PS I 3060 200? SPEcIF 1 Eo STRENGTH.PS I 3000 1000 TYPE OF FRACTURE: l) otAGoNAL sHEAR2) cone 3) venrrcAL sPLtr 1 1 REMAR K S SAMPLEO BY Fnorr F-1 G. Manzari TE S TED BY L. lechner S I GNED o, S, * *?*"co|c{e sfrrBs cobddo . 80917 303.506.b47 '1031 soL{h frorrd@p o oox tqaa - val .cobodo.01657 30J .415 '0297 road v\,?St CL I ENT NO I.A B NO CONCRE TE NO CON TRA C TOR PROJECT TRUCK NOIneeflng oArE oF r€sr.. .. 9/20/74 (t fls IbCU YDS PLACED... TRUCK LOAD 1NG. .. TVA TER CONTENT IIIA T E R- C E M E N T . . . ADM I XTURE TtMe oF TesT..,. SL UMP FR€SH CONC. WT.. ENT. A IR CONTENT SAMPt. E CUR ING.. . CU YOS CU YOS e el,/uo RATIO aee oz/vo <r/ 4 l+3.'r) i.L Lab. I NCHES PCF fr CALC\I UM CHLOR I OE MI X NUMBER SPECtFICATtONS.. oeslGNEo 8Y..... Concrete Tenp. f'\TVATER ADDEo-GALS PLANT_::_,r08 StTE .EMENT coNrENr.. 5 Sk. aar 1 .5-3/4r )/4" -i4 #4 COARSE AGGReGATE- PCY 5gat F I Ne AGGREGATE. . - PCY Alr Tenp. StdF- 8$16 00T 1 41974concnEO r rrlo "iFsr--nhd - '-' COMPRESSIVF STRENGTH RFPORT 10L-1 '! oL-1-r I oi,?-''t oct rrME Mrxeo 7:21 ARRTvED---pr-nceo_,LiQg_ LocArtoN oF pLAcEMeNr tN srRucrune Lth fLoor slab l-i LIj, L-B Line. Porto Mlr sPEcrMsN NUMBER 104-I Lo&T-7 1086-7 DATE TESTEO 9/27/74 9/27/74 NUMBTR OF OAYS CURED 7 14 'Q 28 otMtNsloNS, tNCHes STo. CYLINoER=6rrXl2{ std std SPECIMEN hfE I cHTTPOUNDS 1(J.V)27.95 BSSD oerus I rY, PCF r42.9 1lt2.b AReA 0F CYL I NDER r I N' sto. cYL I HoEn=28 .27 tnz 28.27 28.27 TOTAL TEST LOAOTPOUNOS 109000 110000 coMPRESgI ve STRENGrnrPS I 3856 169r- SPECIF I EO STRENGTH,FSI 3500 3500 TYPE OFl) oraeo2) coneJ) venrr FRACTURE: NAL SHEAR CAL SPL I T I L REMARKs Pqzz. added- SAMPLED BY FoRr C-1 G. Hanzarl-JESTED BY L^ T.echner SIGNED Rtt ocT141ef4 goNcRElF rELp rFST nNp C0l',IPRFSS IVF STRENGTH RFP0RT cL I ENr No 104-1 4O0 hdbor d6ce cdo{ddo soffis ccoraoo . d09ti 30J. 506 .1547 10.11 south fronaoe roodp o bo)( f44 - wi ' cobodo . O1657 303 .4b.0297 n9tneeflng 'l-A I N0 CONCRE TE NO CONTRACTOR PR0'JeCT TRUCK NO LOCATION OF PLACEMENT IN Tr ME Mt xEDlllizlnnt veo fl:5QLAceq srRUcruRE Slab A-B 4th floorr 1-] 2/f. 104-1-( 1091-1098 ) Porto Mix tructlon cu yos pLAcED... L16 cu yos oArE oF r€sr.. .. 9/20/74 TRUCK LOADING... O CU YOS CALC 1 UM CHLOR I OE M t X NUMBER SPECIFICATIONS.. OES l GNEO BY. . . . . Coacrete Temp. cn u,/ t- o RATI O AEA oz/ \o % 5?oF rtME oF TESr.... 1:20 sLUMp .....3 TNcHESWATER CONTENT. WATER.CEMENT.. AOMIXTURE FREsH coNc. Y,,1.. 145'0 P69 R coNrENrl:1-- f cuRtNc... Lab. AOOEO-GALS ___PLANl coNrENr.. 5 str. Fcr - COARSE AGGREGATE- PCY FINE AGGREGATE..--PCY _#4 Alr Tenp.?20F ENT. A I SAMP L € WA TER C€,MENT JOB SI T€ 1.5-3/4" )/4" -#4 sPEc I MEN NUMBER 10t4-1 rc93-7 Log4-7 OATE TESTED 9/27 /74 9/27 /74 NUMBSR OF DAYS CUREO 7 14 ?8 2B DIMENSIONS, TNCHES STO. CYLINoEn=6rrXl2tr std srd SPECIMEN lllE I GHTTPOUNOS e8.45 28.22 BSSD oens I rY ' PCF Ll+4.9 14J.8 AREA OF CYL t NDER, I N2 sro. cYL t lrog,R=28 .2? trtz 28.?7 28.27 TOTAL TEST LOAOTPOUNOS 105000 108000 COMPRESS I VE STRENGTH'PS I 3750 3820 SPEcIF IED STRENGTH.PSI ]500 Sroo TYPE OF FRACTURE: I) oIAGONAL SHEAF2) coHe 3) venrrcAL sPLtr I I REMAR6s Pozz. ad_ded- SAM'LED By G. l{anzarl F0RH C-t' *" , resrED BY]' Lechner S I GNED illt ocT 14 1974 .o*.eb ,,rro rrr. n*o 4.truction Co TICKET NO T rME M r xeoQ:il-4"" 1ug6 9:0C pLAcEo LOCATION OF PLACEMENT I N STRUCTURE 4O0 harbor docecorcroco sF rqs cokrado '0O0t 30J'506 .7547 1O31 scuh Jrodoqe ro.d u€sro o box lq4a - wi . cdoodo .81657 303 .4b .0?97 COMPRFSSIVT STRFNGTH REPORT CL I ENT NO I.AB NO CONCRE TE NO CDNTRAC]OR PROJ TRUCK NO Porto i,[Ir Vaii Traasportatioa KJfs CU YDS PLACEO.+0 OATE OF TEST, TIME OF TEST. ... 9/Lg/i+ ... 9zj5 CU YOS CU YOS e a u,/t- o RATIO AEA oz/ vo /" TRUCK LOAO ING. . . IVATER CONTENT... WAT.ER-CEMENT. . . AOMIXTURC CALC,I UM CHLOR I DE M I X NUMBER SPECtF tcATtoNS.. OESIGNED 8Y..... Concrete Tenu. SL UMP FREsH coNc. wt.. !49.7 ?? EN T. AIR cON TEN T *.i I NCHE S PCF d SAMPLE cuR I NG.. . LaO. II/ATER ADOED,GALS PI-ANT cEM€Nr coNrENr.. 5 Sli. -:v COARST, AGGREGATE- PCV o .loe s, rE t/1" 1 .5=)/4' 3/4" -#t+ i45i"g F I NE AGGREGATE.Alr Te:::p. DT\V SP€CtMEN NUMBER 1C4.1 LO75-7 DATE TESTED 9/25/?Ll 9/26/71+ NUMBER OF OAYS CUREO 7 l4 z8 otuENsloNS, tNcHES srD. cYL I NDER=6[X1Zn std std sPEC ! MgN tve I cHT, P0UNDS i(-:oOJ .:u r Oc 8$SD oerst ry, pCF i4'/.L r4u. o AREA 0F CYL tNOER, lN2 sro. cyL t woen=28.22 tNz LQ t1'1 2t.27 TOTAL I€ST LOADTPOUNDS 111000 'l 'i 2nn n COMPRESS I VE STRENGTH,PS I )>co )>'oL' SPEC I F t qo STRENGTH rPS I iroo 3500 TYPE OF FRACTURE!1) otAcoNAL sHEAR2) conrJ) veartcAr- spLtr I 'l REMARKS Pozt,. added. SAMpLEo av G- rYa:azarl r€srED ev G. l,ianzari s TGNED Fonu'C-l flrt ocT.14 874 colicnrO r trlo rEsr ar.,o COI'4PRFSS IVF STRTNGTH RFPORT4O0 irdoor d6ca cokrado ryrgs cokrddo . 80917 303 . 506 .1547 1031 souh f ron(6o? road wesrp o box t9aa - \€f . cokyodo . 01657 303 .4t6 .0297 t|on n9neenng CL I €NT NO t-A I NO CONCRETE NO CONTRACTOR PROJECT TRUCK NO Forto l.ilx ILt+-l TRUCK LOADING... U CU YOS TIME OF TEST.... (|, g ,=.. r l Me M l xEDl!r0; ARR r vEo.-place,o_Li-i.'.lg LocATt0N oF pLAcEMENT IN srRucrune South footine ert- colunn; :,,rd level tunnel-. cu YDs PLACEO... .Lo CU YOS OAT€ OF TEST..,ct/LO /7 4 12:00 IUATER CONTENT WATER-CEMENT.. AOM I XTURE. SLUMP ..... )E I NCHES FREsH coNc. wr.. 1!0.5 pCr ENT. AtR coNreNr 5.0 I sAMpL€ cuR tNG. . . Lab. wA TeR AOOeD-GALS___l)LAN T c€MENT coNTENT.. 5'1- Sl:' re"r COARSE AGGREGATE- PCY FtNE'AGGREGATE..-PCY ae l,/t- o RATIO AEA oz/yo dlCALC I UM CHLOR I OE MI X. NUMBER sP ec I F I cA T l oNS. . oESIGNEO 8Y..... Concrete Ter:lp. -_Q-uoa s r re 1 .5-)/4n =,/ln j/4n -#t+ _#4. -0'.o)r Dsiruction Co. i-,Uu TICKET N0 Alr Tenp. 70"r. sPect MeN NUMBER IOq-f OATE T€STEO iIUMBg.R OF OAYS CURED olMENSloNS, INCHES STO. CYLITOEn=6[X1?d sPeclMgN uvE I GHTTP0UNDS BSS0 oerust rv' PCF iig.4 1i9.0 AREA OF CYL I NOER, I N3 sro. cYL t iroen=28.27 I r'ra 28.27 TOTAL TEST LOADTPOUNDS 0irPRESSl Ve STRENGTH TPS I SPECIFI ED STRENGTH.PSI IYP€ OF FRACTURE: l) otAcoNAL sHEAR2) cone 3) veer l cAL sPL I T REMARK sttro rleLble erterior fal-Iure narks. SAMPLED av L. leChner reSrED BY G- Ma'rzau'i S TGNED F0RM C-l -4010 hdbd dde. cddado so(nas cda6'609i7 J03.506 7547 1Gl1 sourh f r6rd@ roddp o bo( fi44 - wl . cdqodo .O1657 303.4r5.0297 Spil G tlon Ineenng TRUCK NO TICKET NO T I Me M I xEo 10:].JiRR I VEo IC:,QLAcED LOCATION OF PLACEMENT IN STRUCTUR€,4th floor siab B-C Line. RU (lCT 14 1974 9ONCRFC F tFLp rEST ANp 104-1 COMPRFSSIVE STRENGTH REPORT CL I ENT NO I-A B NO CONCRETE NO CON TRAC TOR PRO JECT Forto I'llr nCo cu YDs PLAcED... 120 cu Yos TRUCK LOAOING... WATER CONTENT WATER-CEUENT.. ADMIXTURE CALCIUM CHLORIOE M I X NUMBER sPectFtcATtoNs., OESI GNED BY.. . .. 5aor OATE OF TEST. TIME OF TEST. 9/L8/74 1't.4f)...-.2LCU YDS el l/u o RATIO AEA oz/ Yo % SLUMP I NCHES FREsH coNc. wr.. 145.4 pcr ENT. Af R cONTENT 1.o l[ SAMPLE CUR I NG.. . LAb' vuAtER AOOEO-cALS PUIHr-[-JO8 Sr r€ cEMENT coNrENr.. 6 sk. ptt - 1.5-3/4, coARse AGGREcATe- pcv J/4r' 3/4"-#4 PCY _ #4F I NE AGCREGATE. . Al-r Tenp.Coacrete T 720t!c erlp. sP Ec I ME N NUM B ER Lot+-I !06]-7 1:OSt+-7 OATT IESTED 9/2r/'/4 9/25/74 NUMBER OF OAYS CUREO 7 7 14 t6 2B o I irgNs loNs, I NcHEs sro. cYL t Noen=6nXl2n std std std c+/t Stci std SPEC 1 MEN UI'E I GHT,POUNDS 28.?7 16.)) BSSD oeHs I TY, PCF 1t,A A L45.3 AREA OF CYL I NOER, I Ne srD. cYr- l xoER=28 .2? t nz 28.27 2s.27 TOTAL T€ST LOADTPOUNDS 120000 1e1000 COTTIPRESS I vE STRENGTH TPS I 4245 4280 SPECIF IED STRENGTH.PSI Sroo iroo TYPE OF. FRACTURE: l) orAGoNAL, sHEAR 2 ) coNe 3) ven r I cAr- sPL l r t t REMAR K S Pozz. added. av G. ldarzarj-r€srEo By G. Ilanzarl s lGNeoSAMPL eD FoRr C-l U 4OO hdrttcr dd(ecm,e p'rqs ccbrado . 8ffi17 303.506 .b47 1031 s.rxh f rorrooe rood v'estp o bo< thaa - vd . cokrado ' 01657 3m.4r5.0297 foundation dngineering RlL ocr 1 41974 coNCRil F lrLD TFST At\D COI',IPRFSS IVF STRENGTH REPQRT PRO.J TRUcK No 5i rtcKEr ruo V2152 rrMe Mtxeo l:26 lnntveoi:]0PLAcED LOCATION OF PLACEMENT IN STRUCTURE 4th floor cl-ab. CL IENT NO I.A B NO lCIl}-1 cor'rbaE rE No Porto }iix CON TRACTOR d k, fl L€ CU YOS PLACED..tt)u TRUCK LOAO I NG. .. I{ATER CONTENT WATER-CEMENT... AOM I XTURE CU YOS CU YOS e er,/u o RATIO AEA oz/ vo dl FRESH ENT. A SAMPL E IVA TER CEMENT o^rE oF rEsr. . .. 9/Lt/TLr Tf ME OF TEST.. .. ,'iit1 sLUMp ..... L jt4 I NcHEs coNc. wr.. r+7.7 Pcr l R coNTEN, ?.+ !6 cuRrNG... Lab AOOe D- GAL S ___-J? t. AN T coNrEN1.. 5 Sk. aar coARSE AccRecATE-_ PcY =i/)n )/4"-#4 F I NE AGGREGATE.. - PCY _#4 A1-r Torip.?ooF CALC I UM CHLOR I DE M ! X NUMBER SPECIFICATIDNS.. OESIGNED 8Y..... Concrete Tenp. ;[-.roa s r re 1.5-3/4" ?ooF sPEctMEN NUMBER l-OtFL LO!,t9-7 aaTa-7 OATE TESTEO 9/25/7a e/25/?4 NUMBI,R OF OAYS CUREO 7 (l4 2B 2B otMENSIONST lNcHEs g?D. cYL I NoE R=6r x l 2rl std std sP€cl MEN lvE I GHTTPoUNDS 28.61 1().lO BS$D oexsl rY' PCF r4r.?L46.5 AReA OF CYL I NOeR, I N2 sro. cYL I r.rog,R=28.2? tuz 28.27 28.27 TOTAL TEST LOAD'POUNDS 117000 124000 COHPRESSI VI STRENGTH'PS I 4l-39 +roo SPECIF I EO STRENGTH'PSI Sroo 3500 TYPE OFl) orrco2) cone 3) venrr FRAC TUR E : NAL SHEAR CAt. SPI. I T I 1 REMARKS SAuPLED.ev O. Uanza}l. rEsrED BY G- MrnzaJ.i slcNeo FoRH C-l .o*.rt , 'r,-o ,l$ P,9J t COMPRFSSIVF STRENGTH REPORT 41974 40O hdbd dd? cotrddo p'rgs cob(odo . 00917 303.506 'ba7 1031 so(rh trofia@ roadp o box {E44 - rd . ccbodo '81657 303.475'0297 CL IENT NO I.AB NO CONCRETE NO CON TRA C TOR PRO.JEC TRUCK NO 101+-1 Lo,+-l- ( 1-05?-LO6Z) Porto Mix tion Co T ICKE T NO k, "gf LocArloN oF PLAcEMeNT IN srRucrune 4th f,Loor B-C Liire 15-L1' 't,,( iWAT€R-CEMENT..RAT|oFRESHcoNc.|vT...*392_rUr AOMI XTUNE....ENr. AfR coNreNt2.T fr T I ME M I XEO 3Z1O ARR 1 VED-PLACEO CALC I UM CHLOR IOE M I X NUMBER SPECIFICATIONS.. OESIGNEO 8Y..... cu Yos PLAcED ... 225* cu YDs TRUSK LoAo rNc. . . I cu yos rrATgR coNTeNT. ell/uo AEA oz/ to _% OATE OF TEST,..,9/L7 /74 TfME oF resr....5t3o sLUMp ..... 5 3/4 TNcHES SAMPLe cuR I NG.. . Lab' WA TER ADO€,0-GALS Pt.ANT .J cEMENT coNrENr.. 5 s1:' 73'r coARSe, AGcREGATE- PCY J/4" F I NE AGGREGATE.. - PCY J0B, s I TE 1.5-3/4', 3/4" -#4 #4 SPEcTMEN NUMBER 104-1-LO57-7 LO58-7 OATI TESTEO 9/24/74 e/24/74 NUMBE,R OF OAY S CUR EO 7 ?r4 z8 ?B olM€,NSloNs, lNcHes sro. cYL Inoen=6nxl2m std std sPtcl MEN fr,E I GHTTPoUNOS 28.?2 16.)2 BSS0 oens I rY, PCF 1 ',c Z 145.4 AREA OF CYL I NOER, ] N? srD. cYL t xoen=28.2? ltt2 28.2?28.2? TOTAL TEST LOAD'POUNOS 121+000 121000 COMPR€SS t VE STRENGTH 'PS I +too 4280 SPECIFI ED STRENGTH'PSL 3900 3504 TYPE OF FRACTURE! 1) otAcoNAL sHEAR2) cone l) venr rcAt- sPt- I r 1 I REMARKs Poz&' added. SAMPLED BY trnEr. n-l t. techner TESTEO BY S IGNED RlL ocT 14ts74 coNCREf rFLO TFST iNp COMPRESSIVF STRFNGTH RFPORT400 frsbor dace cdorddo gr€s cob.ado . 00917 J03 . 5e6 .7547 lo.ll roLrh f ro'{dae ro6d u,?s(p o box thaa - vci . cokrado . O1O57 303.4r5.0297 tCIn neerulg CL I ENT NO t-A B NO CONCRETE NO CON TRACTOR PRO.JECT TRUCK NO T I ME M I XED Porto }lix 104-1 LOCAT ION OF 2:06 rnn I yse l:00 eLAcED pLAcEMENT tN srRUcrune Pedestrlan tunnel A-11 eagt vall i 104-1-( 1051-1055 footers Ieve1 entrauce. Q,' flf CU YDS PLACED... TRUCK LOAO I NG. . . CU YOS OATE OF CU YOS TIME OF oe l,/u o RATIO AEA oz/ \o d/ rEsr. ... 9/L7/74 rESr. ... 3245 UYATER CONTENT... SfATER-CEMENT.... -:_ AOM I XTURE CALC I UM CHLOR I OE M I X NUMBER sPECrFlcATloNs.. OESIGNED 9Y..... SLUMP ..... ) INCHES FREsH cDNc. wt.. 442. / PCF ENT. AIR CONTENTI'2 i6 SAMPI-E cuRl NG... l"ao' IVATER ADDED.GALS PI.ANT O ('OB SITE CEMENT coNrENr.. 5-1- Sk. ='xr 1.5-j/4n coARsE AccREGATE- pcy 3/4tt 3/4tt-il4 FtNE AGGREGATE..-PCY - i4 sPEc tMEN NUMBER 1OI.-l 1051-?LO5a-'.? OATE TESTED eft.4/?4 9/24/7t+ NUUBER OF OAYS CURED 7 14 ?8 ZB olr{ENsloNs, lNcHEs STo. CYL I NDeR=6trX12rl std std sPECI MEN $,el GHTTPOUNDS 28.50 28.4' ESSD oensl rY' PCF L45.2 144.9 ARTA OF CYL I NDER, I N2 srD. cYL tHoeR=28 .2? tua 28.27 28.27 TOTAL TEST LOAD,POUNDS 94400 95ooo c0rrPRESS I vE srRENGrnrPSl )))Y 3396 SPECI F I ED STRENGTHTPS I ,oo0 f000 TYPE OF FRACTURE!l) otAcoNAL sHEAR2) coHe 3) venrrcAL sPr-tr 1 T REMARKs Pa?.z.added. L. techner TESTED BY S IGNED rIo vLelble erterlor fallure Barks. SAMPLEO BY FoRM C-l 4010 l-rabor dace cdoodo png colcrado . 00917 303 . 596 .t5d7 1031 soJrh frorraoe road uasrp o bo( fi44 - wl . cobodo ' O1557 303 . 475 .0297 aL[. ocT 1 41974 coNcRo F tFLp rFST ANO COMPRESSIVF STRENGTH REPORT CL I ENT NO I.AB NO CONCRETE NO CON TRACTOR Porto }lir 10,1+-1 PROJEC TRUCK NO TICKET NO TIME MI xeD 12:JOARRI vEo 1:15PLACEO LOCATION OF PLACEMENT IN STRUCTURE lrth floor slab 1F11, B-C Llae. soil 6 foundotionr dngineerirp(t flf CU . YDS PLACEO. . . TRUCK LOAO I NG. . . 175+ II'A TER CON TE NT TI'ATER.CEMENT. . ADMIXTURE.. CALC I UM CHLOR I OE MI X NUMBER sP e c I F I cA T I o N s . . DESIGNED 8Y..... CU YDS OATE OF TEST....9/L7/74 2: l0CU YOS e ll,/t- o RATIO AEA oz/ vo f6 TIME OF TEST..., SL Ul"!P FRESft CONC. M.. 4 i/4 L4Oo) INCHES PCF ti-in ENT. AIR CONlENT i.V r,8.b .SAMP I. E CUR I NG. WAT€,R ADOED.GALS PI.ANT JOB SI TE cEMENT coNrENr.. 6 St. +,er 1.5-j/4" coARsE AGGRTcATE- PCY 3/4n 3/4"-#4 F I NE .AccREGA rE. . - PCY #4 sPEc I MEN NUMBER 104-1 LO4>7 t"a46-7 OATE TEST.EO 9/24/74 9/24/74 NUMEER OF DAYS CUREO ?r ,rIt zo 2B olilENsloNS, lNcHEs STD. CYL I ttoER=6rf X l 2tr std std SPECIMEN WEI GHT'POUNOS 27.80 1/ .O9 BSSD oEuS t TY ' PCF I+.l. O 14a.1 AREA OF CYL I NDER, I N2 sro. cYr-tHoen=28.2? tH2 ?,E.27 1().11 TOTAL TEST LOAO'POUNDS BgBOO 86200 coMPREsst vE srRENGrn rPS I 5L77 3049 SPECIF I Eo STRENGTH'PS I 3500 3900 TYPE OF FRACTURE: l) oIAGoNAL sHEAR2) coxe 3) venrrcAr- sPr-lr 1 1 REMARK S Pozz. added. SAMPLEO BY FoR$ C-1 L. Lechner TES TED BY S IGNEO coNCRF? ,,I: ::1T'-" 4O0 hdrbo{ dace crc(aoo sgnq6 cob(ddo . 00917 3Al . 506 . t547 fi1 so(-trh frontage roodp o box lq44 - \al .cokrddo.01657 303 '475.0297 CL I ENT NO I.AB NO CONCRE TE NO CON TRACTOR Porto l,lix COI,IPRFSS IVF STRENGTH REPORT r04-1 PRO,JECTi rRUcK No 860 rtcKEi-il5@9C- TtME Mr xeo 8i22 ARRt vEo_pLAcED_lgjoo LOCAT I ON OF PLACEMEN T srRUcruRE 4th floot elqb B-C !t!e' l-5-1i. Soil foundation dngineering er IN 104-1-( 1079-10 u) s CU YOS PLACED. . . TRUCK LOAO I NG. . . LZi+ II'ATER CONTENT UIATER.CEMENT.. ADMIXTURE.. CU YOS OATE OF TEST. CU YDS TIME OF TEST. sa L,/l- o RATIO AEA 9z/ vo ft SL UMP FR€SH CONC. WT.. ENT., AlR CONTENT SAMPI.E CUR ING. . . 9/L7/74 11: O0 =1)z j.7 Lab. INCHES PCF d CALC I UM CHLOR I DE M I X. NUMEER SPECIFICATIONS.. DgSIGNED 8Y..... Concrete Temp. wATeR ADDeo-GALs PLonr 1o .EMENT coNrENT.. 6 Sk. rnl doB sr Te 1 .5-3/4" 5?ot COARSE AGGREGATE- PCY J/4" 3/$-rt4 F I NE AGGREGATE. Alr Tenp. PCY _ #4FF sPEC t MEN NUMBER l0lr-1 LO39-7 LOt+U? OATE TESTED 9/24/7t+9/24n4 NUMBER OF OAYS CUREO 7 ?14 ZB ao olMENSloNS, TNCHES sro. cYLtHoER=6ilX12'l std srd SPECIMeN IVE I GHTTPOUNDS 28.40 26.49 BSSD oe,Ns I TY, PCF 144.7 145. L AREA OF CYL I NDER, I N3 sro. cYLINDER=?9.2? tnz 28.27 28.27 TOTAL TEST LOAD,POUNDS TBoool'111000 coilpREss I vE srReNGrH,PS I 2759 3926 SPEClF IED STRENGTH.FS I 1500 35AO TYPE OF FRACTURE: 1) otAGoNAL sHEAR2) corue 3) v€RTrcAl- sPLrr 1 REMAR K Srr Ba,d cap on eanple. SAITPL Eo BY L. Lechuer TESTED BY S IGNED co N c R E #,T r rott, Jrn ifl lo O1O hrd(bor ddce Cdo(6do grqs colcrado . dOA17 303 ' 596 .b47 1O31 so-rrh f rqrooe roadp o box tQaa ' vol .ccbado.0657 303 . 475 .0297 CL IENT NO I.A B NO CONCRE Tg, NO CONTRACTOR COI,IPRFSS IVF STRENGTH REPORT I0Ir-]* Por'co'l.iix Soil G t0n PBO.JEC neenng TRUCK NO-!OC rlME MtxnTtl(Anntveo 9:00PLAcEo LOCATI ON OF PLACEMENT IN srRucruRE !.th $oor E-C CU YDS PLACED TRUCK LOAD I NG. . . WA TER CONTENT WATER.CEMENT... ADM I XTURE CALC I UM CHLOR I DE M I X NUMEER SPECtFtCATtONS.. DCSIGNED 8Y...., OA TE OF T IME OF TE,ST SL UMP FRESH CONC. WT., - €N T. AIR CONTENT- F INE AGGREGATE. CU YOS CU YDS e n u,/t- o RA T I O AEA oz/ Yo 7; TEST.r; /) / /i.:a I NCHE S PCF T'SAMPI-E CuR I Nc. . . !eb. IVA TE R AOOEO.GALS PI.ANT CEMENT CONTENT.. u ri" +C'/ COARSE AGGREGAT€- PCY pnv .,OB S I TE 1 .5-3/4" 3/ 40 -#4 i4 SP EC I M€, N NUMB€,R DATE TESTEO NUMBT,R OF DAYS CURED 14 2A DIMENSIONS, TNCHES sTo. cYL I ttDER=6trx12t' sPECI MEN v'/E I GHTTPOUNOS BSSD oe,Hs I TY, PCF AReA OF CYL lNOeR, lN2 STo. cYL I NoEn=28,27 lNe TOTAL TEST LOAO,POUNDS COMPRESS I VE STRE,NGTH,PS I SPECIF IED STRENGTH.FSI TYPE OF FRACTURE:1) otacor.rlL sHeAR 2 ) corue 3) venTrcAr. sPLrr ReHARKs Pozz. added. RBIECIEDI 2+ hours old 5* vcl^ left- SAMPLEo BY trnaM n-t TCSTED BY S I GNED o s, 4013 harbor dace cdorado grgs cotlrddo . t]0917 3C,3.506.75d7 10J1 scxrrh frmraq" roddp o box tQaa - vel . cdsado ' 0165/ 303 , 4t5 .0'x7 .o n . ^,#[t, 'QET rt S19,7#o COI,4PRTSSIVi STRENG'IH RiPORT lc:.- -.- i :J; --:0r. ) For'lo i,lix CL I ENT NO I.AB ND CONCRE TE NO CONTRACTOR PRO J. l; TRUCK NO iicu TtME lrtxro 2: f',; lnnt LOCAT I ON OF PLACEMENT I N s rR uc tr^ o ','Jest ,rali tunnel Soil G Joundarron_ engtneenng T I CKE VED f r^^r -T NO vc.uo:, PLACEDkj flf CU YDS Pt-AC€O. . . TRUCK LOAO ING...Cl h,ATEN CONTENT... - WATER-CEMENT.., ADM I XTURE.. CALC I UM CHL OR I OE MI X NUMBER SPECIFICATIONS.. DE.SIGNEO 8Y..... Concrete Terp.r rQ-oo .B cu YDS oAre oF rEsr.. .. )/L:/''4 cu Yos r I ME oF TE sr. . . . tr: ll-'i e n u,/t- o RA T I O AEA oz/ vo f; SLUMP INCHES FREsH coNc. wr.. t45.i pCr ENT. AIR COt\ 1EN7 -"'': y, SAMPT-E CUR lNG.. . j'ilE. WATER ADOED.GALS Pt.ANT ceMEN T CONT€NT,. 2',2 iJ';. -t"'\/ COARSE AGGREGATE- PCY PCY JO8 SI TE 1 .5-3/4u 'j/4n -ft$ l4F INE AGGRE GA TE. Air Terir,, -o-. 9?ECIMEN NUMBER iO,tr-1 LA':.,:'>-'|1O=r+-i: OATE TESTED 9/20/'it+c) / zo/7 4 NUMBLR OF OAY S CURED 7 7 t4 )R DtMeNStONS, I NCHES STD. CVt I HOEn=6 Xl2tl std SPECIMEN WEI CHT,POUNDS aJ. OJ d-() . ro ESSD oeNs t TY, PCF r45.7 AREA OF CYL I NDER, lNz sro. cvr- lHoeR=28.27 tr.r?(o.e(.tr.:'/ TOTAL TEST LOAD,POUNDS YU'JUU 91600 coMPRESSt VE STRE.NGTnTPS I a l, ?.,)jz47 9PgCIF IEO STRENGTH.PS I ,000 )UUU TYPE OF FRACTURE;1) DtAcoNAL sHEAR2) coHeJ) ve,nrlcAr- sPr-tr 1I 1 REMARK S SAMPLED BY i_^a.. l.\ t L. Lechner TESTeD gy G. i'lanzari S IGNEO o, s, I fltt ocT 1 41974 aorrrr,G rrLD Trsr rlND 40rc hdSo{ ploce cob(doo sgr-Qs couajo.6ogt-7 3O3'ft.75d7 &l'1 souh froflaa" roddp o box lQaa - val .cobodo.Or557 30J.475.0297 COl'/PRTSS IVi STRTNGTH RTPORT l-01r-iCL ICNT NO I.AB NO CONCRE TE NO CONTRACTOR J. A. Ilrder Constructj-on Co. PRO.JEC ter TRUCK NO UD rtcKEr r.,ro V2055 veoli:OCpLlsgerrME Mrxeo 9:49 r*nt LOCAT I ON OF PLACEMENT IN S TR uc r uR g RarI. l-lr on ,i-i;Linej 2i:r-:9. _ Soil & Joundorlon. engtneeflng ?orto f.iix (Ij g f CU YOS PLACg.D. . .CU YOS OATE OF TEST.,/t J--af | -t lir0OTRUCK LOAO ING. . . h,A TER CONTENT.,. WATER.CEMENT... AOMIXTURE.. CALC I UM CHLORI OE M I X NUMBER SPECIFICATIONS.. DESIGNED 8Y..... Concrete Teilp 6;or' TtMg, oF TEST....CU YOS eal,/t-o RATIO AEA oz/yo 1; ISLUMP ..... + TNCHES _l r.; 1FRESH CONC. WT..'t-+-:''t' tat eNT. A rR coNrE.N, j'1 % ' e':: 'SAMPI.E CUR ING. . . I1/ATER ADDED-GALS Pt-ANT CEMENT CoNTENT.. u Dil Ptl- JOB SI TE coARsE AGcREGATE- PcY i/4" FtNE AGGREGAT€..-........=-PCY Air Terop. 5:"in 3/4" -#4 t4 sPEc I M€N NUMBER i0l+-1 70??-'/L\JaJ- / OATE TESTEO 9/eo17a t/20/7 t+ NUMBE.R OF OAY S CUR EI)7 7 l+2.8 )R olMENSloNS, lNCr-{ES s rD. cYL I NoER=6rf Xl2tl sPec I MEN YVE I GHTTPOUNOS c,o - oo BSS0 oe.ns I rY, PCF III .). ()T4O.U AREA OF CYL I NDE R, INA s ro. cYr- r HoEn=28 .2? t Nz a: .- t-CattCl au.al TOTAL TEST LOAO, POUNDS i0E000 I(.i/DUUU c0MtrReSs I ve STReNGTH TPS I )o(v 3749 SPECIF IED STRENGTH.PSI Srao 4500 TY r) 2) 3) PE OF FRACTUR E ! D l AGONAL SHEAR CO NE VERTICAI. SPI. I T I REMAR K S Pozz. added SAMPLEO 8Y G. MANZAT.j TESTED BY r_ ^a.. a\ 1 G - l'{anzari S IGNED t aOfl t-'d.oo, ddce ca|D.acrc sgrqs cohrodo . 00917 SOJ 5c6 .75d7 10C1 scxnh trontfite rood v,qsrp o box 1944 - vtl .cdcrado.0657 303 . 475 '0297 flLL' ocT t rt ls/+ coficREt r[!p TrsT il"p COI/PRTSS IVF STRENGTi.] RTPCRT _1,0i,-l-CL IENT NO I-AB NO CONCRE TE NO CONTRACTOR ijo r' '; o i.':.i-X sol oton nte rrcenng(t flf T I ME r\,1 | xto'l:i4:__ARR tvED /;i:12_pLAcED_1_ LocATtoN oF PLAcETvENT tN srRUcruRg i;a'l-: --1, ur: '-- - j-lte-'-.- r)/:--,/ l4CU YOS PLACED.99+CU YOS DATE OF TEST. TIME DF TEST,TRUCK LOAO I NG. . . h'A TCR CONTENT YIATER-CEMENT... ADM I X TUF E. . sLUt\,tP FRESH CDNC. WT.. *'t"-''i :_- ENT. AIR CONTI,N 7 =_'-'- CU YDS GAL/LO RATIO AEA oz/ Yo % INCHES PCF % SAMPI.E CUR ING. . . wATeR ADO€.O-GAt-S- Pt.ANT 5 JoB strECALC IUM CHLOR I DE MIX NUMBER SP EC I F I CA T I ON S. . DES I GNCD 8Y..... Concrete Tenp CEMe NT cONTe NT.. : '''^:" 'a:! CDARSE AGGREGATE-__- FCY 1 .5-J/40 3/4" -#4 i4 ,. -o?',J_? x F INE AGGREGATE Air ler..-;. -- PCY - --,o.-,U.- -: SPECIMEN NUMBER ].0;-i 10;r-7 1CZ.l-l;' OATE TESTEO ')/.v/ ( +,a/za/'i + NUMBER OF OAYS CURED ?7 14 2E o I MENS IONSr INCHE S sro. cYL I No ER=6d X 1 2rl 'I* rl 5iJ SPEC I MEN WE I GHT'POUNDS :L.'7A ',1 t BSS0 oerust rY, PCF f 4'.-\ - c lrf ') . ,, AREA OF CYL I NOER, INz STD. CYI.tNOER=28.2? tN2 TOTAL TEST LOAD'POUNDS 124000 ::,i.O0O COMPRESS I V€ STRENGTH'PS I |tntj l+.,!c SP eC I F I ED STRENGTH T F,S I ';500 :15(ltl TYPE OF FRACTURE: 1) otAcoNAL sHEAR 2 ) coxe 3) vearrcAr- sPLtr Pozz. added.REMAR K S SAMPLED BY tropM n-l G. i{anzari-G. I'ianzari S IGNED 'faea 7 40(] l-'d.bo( d6(e cclo(6(Jo pngs cdorad; . 00Q17 303 5q6 7547 10.ll sot-rth frorrtaqe ro,id \,?5t p. o trx 1Q<14 - voa cokxado . 0a657 303'415 0297 Soil foundotion dnginee,ring LocAr rDN oF pLAcEMENT lN srRUcrunr Ramp J:!--qq-!--c-!il9l 104-i-( 1oo9-1014) Porto i.iix T ICKE T N xro 6:56 ran tveoTz2o pLAcEo coNcRtr} rFLD rftb 00tI 14 1974 COI'4PRTSS IVT STRT,'NGTh REPORT CL I E N T t.A B CONCRETE CON TRAC PRO.J TRUCK T I ME. N,t I NO NO NO IOR 104-1 1 Transportatlon Cen k, fl € CU YOS PLACEO.. TRUCK LoAo rNG. . . U cu YDS wATER coNTENT... - cnu/lo WATER-CEMENT.. RATIO AOM I X TUR E. . . . . . . - AEA CALC I UM CHLDR I DE M I X NUMBER SPEC.I F ICATIONS.. OESI GNED 8Y..... Concrete Tenp. oz/yo _t, CU YOS OATE OF TEST... TrME oF TEsr.... Q:30 sLUMP ..... 3 | NcHe s FREsH coNc. wr.. r45.4 PCF eNr. AIR coNreNt2.4 % sAMpr-E cuRtNG... Lab. IVAT€,R AODED-GALS P[.ANT W .JOB SITE ceMENr coNrENl. . 5 Sk.__.i'xr 1 .5- )/4" coARsE AGGREcATE- rcy 1/4tt )/4"-ffu F INE AGGREGATE..PCY - i4 6ool'Air Tenp.Sror sPEct MEN NUMB€R i0 -l DATE TESTED NUMBE R OF OAYS CUREO o I MENS loNS, I NCHEs STD. CYL I NDER=6rtXi2rl LA.-l LSPEC I MEN YVE I GH T ' POUNDS BSSD OENS I TY ' FCF AREA OF CYL t NOER, IN" sro. cYr-INDER=28.2? ltt2 TOTAL TEST LOAD'POUNOS c0MPRESS t VE STRENGTn rPS I SPECI F I ED STRENGTH'PSI PE OF FRAClURE: O I AGONAL SHEAR CO NE VERT I CAI.. SPL I T Pazz. addedREMARKS SAMPLEO BY G. ilanzari TESTED ey L. Lechner S IGNEO o, s, 4010 frdrbo( Fldce ccac(aoo eFrrgs cob{ddo . 80917 303.596.7547 lO.Jl so.rth Jrorroge rood v'estp o box 1944 val .ccbrodo.81557 JO3 .475.0297 corucne r trro rrsr ano COI/PRFSSIVi STRTNGTH RFPORT Rtt ocTr41974 CL IENT NO I.A B NO CONCRETE NO CON TRAC TOR 10+-1 PROJEC TRUCK NO T ICKE T NO rf ME M t xrc 925) 4o^s vEe11:l5pLAcED- LOCATION OF PLACEMENT IN srRucruRg Ranp, level i to 1eve1 4, 24-25. sorl G foundotion dngineering Porto }lix J. A der Const ail Transportatlon Q, flf 1t-aLCU YDS Pt-ACEO. .. J.+I' TRUCK LOAD I NG. . . WA TER CONTENT TVA T E R- C E M E N T . . . AOM I XTURE CALC IUM CHLOR I DE M I X NUMEER SPECIFICATIONS.. oes lGNeo 8Y...., Concrete Tenp. CU YOS CU YOS en u/l o RATIO AEA oz/'ro % FRESH ENT. A SAMPLE oArE oF TESr.. .. 9/L2/74 rtME oF rEsr....12;00 :t "LSLUMP ..... )E tNCHES coNc. wr.. 149.6 Pcr tR coNttNti,2 Y" cuRrNG... Lab r/ArER ADDEo-cALS Pt-nHr (o) cg.MENT coNTENT.. 5 st. tat F INE Iit_LL coARSE AGGREGATE- PCY \/4x 3/!1-rt4 AGGREGA TC. . ---- PCY t4 .,OB SI TE 1 .5-)/4n ,goF Tenp. )9oF SP EC I MEN NUM BER OATE TESTED 9/r9/7 NUMBER OF OAYS CUREO otMeNsloNs, INcHES sro. cYL I NDeR=6ttX12rr SPECIMEN WE I GHT'POUNDS BSSD oe.rus I TY ' PCF AREA OF CYL t NDER, IN2 srD. cYLt ruoea=28.2? F.l-$" TOTAL TEST LOADTPOUN c0MPRESS I vE srRrrucrH tPS I PECIFIED STRENGTH,PSI TYPE OF FRACTURE: 1) DtAcoNAL sHEAR2) coHe )l vERrlcAt. sPr-tr Pozz. addeci.REMARK S SAMPLEo BY L. Lechner TesrEo ev G. Manza-ri S I GNEO RU oCT 1 41974 concnEG trro rrsr ,r'uo COMPRFSS IVF STRFNGTH RETORT4OO i^Erbo( dac€ cdo.ddo ryr€scoly.do . 00917 3OJ . 5P6 .?5d7 'tGJl sorh franaqe roodp o box tQaa - wl . cobodo ' 01657 303 . 475 '0297 Ineenng CL I ENT NO I.AB NO coNcRErE No Pol.to liix CONTRACTOR Jr PRO.JECT TRUCK NO ?I2 TICKET NO rrME Mr xED9:5+ annrveo 1o:]QLAcEo_ 104.{ LOCAT ION OF PLACEMENT I N srRUclrrpg Rar.lp i+, ::-ie.k, g s CU YDS PLACED. . . TRUCK LOAO I NG. . . CALC I UM CHLOR I OE MI X NUMBER SPECIFlCATIONS.. DESIGNEO 8Y..... Concrete tenp" CU YOS OATE OF TEST. CU YOS TIME OF TEST. r31*2/II/Z+ Ilrl0 IYA TER CONTENT $,ATER-CEMENT... AOMIXTURE.. INCHES FREsH coNc. wr.. l+J.ir' PcF ENT. AIR coNttut )'? % sAMPt-E cuRrNG,.. L;r'b. WA TER AOOED- GAL S Pt.ANT cEMENT coNTENr.. 6 si;. ''rl COARSE AGGREGATE- PCY F I Ne AGGREGA TE. . _-=_ PCYalr Tenp. 57"F erl/r-o RA T I O AEA oz/ yo 7,.JOB SI TE 1.5-3/+( )/4" -F4 i4 7?"F sPec I MEN NUMBER 101+-1 LOO77 Lvv 4t 1 i0oi-14 DATE TESTED 9/L8/74 9/Lc/74 9/25/74 NUMEER OF DAYS CUREO 7 t(t )R olMENSl0NS, TNCHES srD. cYL I NDER-6rrxl2r'std std std SPECI MEN WE I GHT,POUNDS 28.r5 28.44 1O . t') ESSD oers t rY r PCF L4r"5 144.9 L+Lh. ) ARgA OF CYL I NDER, I NA STo. cYt- | r.roen=28.27 I r'ra 28.27 28.27 10.1( TOTAL TEST LOAD,POUNOS 92000 103000 120000 conpREss I vE STRE,NGTHTPS I i254 t643 4244 SPEcIF Ieo STRENGTH.FSI 3500 1500 35aO TYPE OF FRACTURE: l) oTAGoNAL sHEAR 2 ) coHe 3) vERTTcAL sPLrr I 1 1 REMARKsPozz. sdded" SAIPLED av L. Lechngr rESrEo By trnDu n-1 L. Lechner S I GNED fiU OCT 1 1974 concRre trro rrsr ano COI'4PRFSS IVT STRFNGTh RTPORT4O0 fwbo( d6ce cob(6do so(nas cotoraoo . dOCf/ 301 . 506 .7547 CL IENI NO 104-1 lOJl souh f rorvooc rood u,estpoboxfiqa- vd . ctuado . &1657 303 .475.0297 CONCRE TE CON TRAC T PROJE TRUCK NO qoil tr foundationJ dngineerirpki flf LOSATtON OF pLASEMENT rN STRU6lypg Ranp 1-4. 20-22, r I ME M rxto7j25--ann t veo I :45 pLAcED CU YDS PLACEO... TRUCK LOAO ING. . . II'ATER CONTENT YVATER-CEMENT... ADM l XTURE CALC I UM CHLOR I DE M I X NUMB ER sPeclFlcATl0NS., OgSIGNED 8Y..... yo s CU YDS CU YOS ert-/uo RATIO AEA oz/ vo 1l oArE oF TESr.. .. 9/LL/74 rlME OF TESI.... a:10 sLUMp ..... tr, z/L lNcHEs FR€sH coNc. *r.. 146,q pcr ENT. A I R CON rZNr ?.._i r" sAMpt-E cuRtNG... Lab. IVATER ADDED-GALS Pt.ANT ceMENT coNTENr.. 5 Sk. pg.7 oOARSE AGGREGATL- PCY F I Ne AGGRecA TE. . -- PCY - i4 -9-Joe s' re 1 - 5-)/4', 4/tttt 3/ 4tt -64 r.AB No 104-1-( Porto l,[x SPEctMEN NUMBER 1O4-I OATE TESTEO NUMBE,R OF OAY S CUR ED oIMENStONS, INCHES sro. cYLtNoER=6ilX12r1 sPEc I MEN lvE I GHT rPoUNDs BSSD DENS I TY ' PCF 28.27 AREA OF CYL INDCR, I N2 sro. cYr- t ruogn=28.2? tNa TOTAL TEST LOAD.POUNOS coMPREss I ve STReNGTH rPS I Concrete Teup.62oF SPECI F I ED STRENGTH F-S I PE OF FRACTUREI D I AGONAL SHEAF c0 xE vER I I CAL, SPt IT A1r Ten TY ReM^RKs -Pq SAUP L EO FoRM C-l ev L, Lechner TC S TED ev L. Lechner s lGNeo AO0 habor dace cdofaoo sflrqs cokxado ' 80917 303 . 506 .15a7 fi1 souh frorrooe roodp o box fiaa - wl .cobodo.01657 303 '4r5 .0297 ,ilrle OCT t +1974 concRrO r rrlo rrsr aro COf',lP RFSS I VF S TRiNGTH RtP0RT cLtENT No 101'-1 CON TRACTOR J. oton PRO.JE TRUCK NO rtcKEr ruoi965rneerng coNcRE TE No Porto iii-x soil G rrMe M,*.o 2:JS lnnrveoi:jo prlceo LOCATION OF PLACEMENT IN srRUclrpE Footer', Feilestrian tunnel A-1J. cti-on Co. ail Trans;:ortaii-on Ce CU YOS PLACED. . . TRUCK LOAO tNc... h,ATER CONTENT , IVA TER-CEMENT ADM I XIURE CU YOS OATE OF CU YDS TIME OF olr-,/t- o RATIO AEA oz/ Yo /" resr.. ..9/:.c/7+ TESl. SL UMP FREsH coNc' wr" l+a'o ENT. AIR CONTE.NT 4'C I NCHE S PCF CALC I UM CHLOR I OE M I X NUMEER sPeetFtcATl0Ns.. DeslGNeD 8Y..... Coacrete Tenp. t :rhSAMPI.E CURI NG... Ld" WATER ADDED.GALS PT.ANT cEMENT coNrENr.. 5:' slt' q1., o .,'oe srre 1.5-)/4n ?t oT COARSE AGGREGATE- PCY i/I+" 3/4"-#4 FINE AGGREGA TE. Air ?Jotr PCY _ i4 SPEC l MEN NUMBeR l-04-1 99L-7 t:t 1- |Y'r'.-L4 OATE TESTED 9/L7/?4 9/r7 /74 9/2;+/7tl NUMAE.R OF OAY S CURED (14 28 DIMENSIONS, INCHES s?o. cYL I NDER=6nX12rl std std SPECI MEN IvE I GHT,POUNDS 10.L/AE.OL 29.22 ESSD DcNst rv, PCF LlL3.2 144.9 Ir+ ).U AREA OF CYL I NOeR, I N2 sro. cYLtHoen=28.2? tr'ra 1b o 1'f 2E.2?10.L 1 TOlAL TEST LOAO,POUNDS 76000 7450c 94000 coMPRESSt vE STRENcTHTPS I ^fi\?.oo)1'0))3325 SP€CIF I ED STRCNGTH.PS I fooo ]0o0 )uuu TYPE OF FRACTURE: 'l ) otAGoNAL sHEAR 2 ) co r'rel) venrrcAL sPLrr 1.l-t 1 REMARK S L,. Lechner TESTED BY S IGNEDSAMPLEo BY tr ntrM n-1 I g.cffiEr€ o €.E€ RU OCT 1ts74 1G33 South Froatage Road West P.0. 3ox L944 Vail, colorado 81657 40lo HAFBOR puaci, CO|-ORADO SPFI'--GS, COLORADO 8€1? 303/ 54e7647 Soil & Fosndotion Engineerlng .- ..- l iiPciT'oi:I C1 :;Ci.aTi F; i :-!) :; ST9 rv C C' l','i I'F.E 9S.i'"ii S:i: i:CTi' PSTl,i ifiTtloLls ! ilDiCATED iruciion Cou 104-i Q2=2iw, Co. i:*" ijs%qTi::re'r@!g@gg Icb lie . T >l-, Ia2etr. a\ ? . Conc. C< iTrr:ck ii:.. , .2i2 _ Tibket lio.- Vl-94i Cu.Yss.Placed ail T:'anspor'iaiion Ce c t+3-56 C 138-63 c 2'iL-62 , il.\::ie: Ce;.e::i RatioG Pozzilith ' -\- /f..c\J t/ \-t L !rre Asqreqaie :-tr .A.e-s-reEaid 3 1]''' S:ro r c - Desrg:r i-'y ,Dr:.llei Cc:es iSrec!nei: g 42-61 i04-r - lAst'no. of Specirae_n iio (1) Diag. Shear IiDsie Tesi,:d - std €' x i2 Cyi /n loc? -F9.itJ(,/e' \./ I lAre a So-. i:-.:5es -24.27 Tol"i Loac Lbs.- iTi'ne cf I Fr:' c:u;e ! I - r -!. c I iS:e-gth - lciuai FSi '.r-lY-C:) ( r' :- ^- F !'.r- r.t ter (2) (3 ) Ccr:e Vert. Soiit -Lt,lbUUU i719 Tc6ted By: Sscci {ied Saupled i''ianzari Sigqed €.&rer€ee Soi[ & Fe$ndefien Englneering F.r.f'CiI Ci Ca:t.'C;-iTi ili.-I) GSTS & CC\4PI:ESSi\? STREj':GTH FrboeT 1€74 1.033 South Frcntage Road West ?.0. Box 1944 Vail; Colorado 81557 4O1O I.}Afi8OR PLACE. COLOBAOO SPRINGS, COLOFADC 80917 3€3lw&7647 F.S?t f l'"t:TilODS' I ]r'DICATED i?rniar.l,..rJev!. Job Ii'. . 1C;-: . _ l-l- !'.- '1 ./\' - /^n^ ^'\_ \LaD. l\i. iU--j--( v / .'-!\,!J _ Conc. Co. Po:'io i'iixarl- flan;pcr t,airon {len tructure Gi'ould iloor l*gjfj$=L_-: i- lyvvvr.!,-. i i o-r:. itrrF.r' L ^Tlckei No "Cu.YCs , Flaceci Tine lvlixeci_ l-:51 Trne Arrir.eA-?:12__. Daie i;'rcl.+,'-' '9/>/71-. -. -Time: ):CO Curing oi Sanple;ni3-ebr-&[1 i'loisi, R:c;r . Concre'ue Teuip. 7L"T, f-ir 1i'sri'F. 02uF : ^ - t. r.Siu*p__j_:ld_\'ir. of Fiesh Conc. PCF_-f44..) F-ir Conient 2.5 c 1{3-66 . \tcl . cf Load n cy'/Tru:k , ; c t38-63 \i Zi !- 3: Gailtoai - \(i.r r9:! i{.-:ter Cei.e::t Raiio Gai.,€eck?ozzir itir .Teter ;.ided (i ?laar ,. j.::-cit? C ir'--: : ) oz/cry Cei-.eni Conien! - ?CY Scerse Aggregete_!$ reqaie PCY lriiled Cries Teats at v 4. l-u+ iSpeci::.en iio.'l {-,;, - l--"- - i}::e Tesicci 'T'\' -:cr e r- - t lnr.hc.<: I -Stci 6xi2 r'' .v 3 .S:ecii-.e:: '-i. Lbs.14--i CF :\feigh: iCF BSg) ii;ea Su-. i:;hes - Sto 24.27 | ''\l>l : -r:n I nC S;re cs . ar. i It r.!,J!E \J .LA lType ai I Ir= rti::: (l) Pias-Snea!- /i \ \io:.i Q-.1..; iS=ere rh - .;,ctuei FSI e{-.J LIL C U') )re'J fif.e-t Saupled Lecjrner signed ..NCRFO'Ph ?Pl'',frY' 4O0 rrarbo. dace coio(6oo sof rns cotxaoo . Soail lo3'500.75a7 1031 sor-,rh f rorxaoe rood v,,esrp o box 1qla val'cobodo.O155/ 303 . 415 .0297 CL I E N T I.A B CONCRE TE CONTRACT PROJE TRUCK NO NO NO OR NO TtME M1xgr., i:+o appl veo r':)0 prnCEo soil tr foundation dngineering LOCAT ION OF PLACEV€NT t N srRucrune ilqtir, +1 i \i iL.- I r On b-., !l-11€ . COI,,IPRTSS IVF STRFNGTH REPORT i0lr-f siruction Co i rcKai xe v1910 I transcortation (|i fls CU YDS PI.ACED. . . TRUCK LOAD ING... WA TER CONTENT WATER.CEMENT... ADMIXTURE.. CALC IUM CHLOR I OE M I X NUMEER sP e c I F I cA T I oN s. . DE S IGNCO 8Y..... Concrete Ieup. OA TE OF TEST. TIME OF TEST.. SLUMP .... Ji- 1t - - FRESH CONC. wr. .r-IZ:-]J-- eN T. A I R CON rt r.r rl-:2-__ I -t/ I ---:-CU YDS CU YOS cr t/ r- o RA T I O AEA oz/ to % I NCHES PCF % T q'l ,SAMPI-E CUR ING. . .:5:I wATER ADDCD-GALS PI.ANT CU cEMENT coNTEN1.. i ;jl:, _ r1.r COARSE AGGREGATE- I-CY .JDB SITE 1 .5-3/4" )/ 4" -tr4 #4F INE AGGREGATE i.i - rn^ -Jrr: .r.9L.l-. ., o,. FCY.--o- sP Ec I ME N NUMBER 104-1 YC (- I 9oJ-7 Jv ? .-7 OATE TESTEO 9/L'o/74 t)/ Ln/ r 4 rr / /- ',1/ t' !+ NUMBE R OF OAY S CUREO 7 14 ') t2,z6 OIMENSIONS, INCHES s To. cYLINOER=6"x12" std Stci Stc SPEC I MEN WE I GHT,PDUNDS ?ir, qf\'): :.1 BSSD oerus I rY ' PCF 144.9 L4i.-7 AREA OF CYL I NDER T IN" sro. cYr- r NDER=28.2? | N?au.L/ti.a/24.i7 TOTAL TE ST LOAD'POUNCS 95ooo 9i200 109000 COMPRESSI VE STRENGTH,PSI SPECIF I ED STRENGTH,PS I 1)tQ0 i")UU TYPE OF FRACTURE: l) DtAGoNAL sHeAR 2 ) cone3) vERTrcAr- sPr-tr -t I t- REMARKS Pozz. addeii. SAMPLeo ev G llanzari TESTED BY L- Lecirner S IGNEO Lreri*s€.&rer€ee Soit & Foundction ts$rn€9r$t$3031 596-7647 iiSlM I'ii?FICD.-q I : ltrl CATED frrl 00T t 1974 1033 South Frcltage Boad lJest P.0. Box 1944 tr?il, Colorado 81657 4O1O HARSOB PLACE. COLOPADO SPRINGS, @LOFAOO I(€'? iCl:'.,:.::ir. J. A. iiyier Ccnsiruciion Cori,- i Pro : r :: - - - =i aLL Tra::; tror,,aiion g enlE-i- l- ..i J03 .. r- iirc:''- \c.-2j--Ticket llo.-'[]-923 *C';.Yas.?Laced---/fi-Iire .irrivea i0: D::.= l.i--i:.:.::' t 9/i/74 C l+3-66 Ylt. of Fiesh Conc.PCF i47.L c i:.rE-53 l--:r Ccnteni Gal,/LcaC Tine: i1:1i Curlng of Sarpleiti L-qb. -&[ :ioist ' '!/ JI:CO lcor,""*iu lerrip. #j-il" reup. 4! siump i*tl \;c1.. ci LoaC \J LJ:- C L ; \l(.-i. *.i t:. . nGllU'l Eozzi-ij-Lh i;.C=:-,.:,*, i-EA' Gai,./Sac!l ,'.'ei:i ;.dded 'ig PJe;,i . Tc5 S:l': b -. - ;.^_1. i.:.1i!:3..r _ rL:cj3e:::eit Cor,tei:: FCY 6. Sacl: Si: i;^a' I I i.Scecs "Ccerse AEgreEdie litt .ll iggregete jDr.i.] :s Cc:.'s TestF at Davs Aqe- l,as-u no. i nqicaies ie;; a-r.1iggg c:! of Specinen i'[o rr +/-r-t+ Spc::=ei: l'.o. ;lDs:€ :esicd 'Di:-.e:::o-,:.rches 1 ,l lS'.:r.-.-.:i. - ;: tuai gSi J ^'. i-, !i./ \Ji Ccr,e iiert.Srlii trJ : -',i A 97V7 97 4-7 i -'+). a 2t.2 2J.2 l-2e000 +)Ju 424' :;nn :_c4-r_ 6 -x i2 Cyl.- Sto i\\te::.:r: FC: 3SS:' i,*ee .cq, i:-c-hes - Sto 29.27 lTc'.:-' ;,:ecr i*s.. t]) Diae. Sheai ',,Lr) TeBted 3 Saupled By:G.!.r ;: a. - ! <j 1..-: r I rJ r i.ianzar j Signed 'Seil & Foundction a.rngtneertns Onu ocT i-033 South Frontage P.0. Box 1,944 !rai1, ColoraCo 81657 401O HARBOR PLACE, COLORADO SPRINGS, COLORADO 8O917 303/ 596-7647 t 1974 Road l,tles t ::!"i:T Crl- Cf'l'.'Ci'.iT; iiti-D TilTS 5 C,ll'iPRiSSi'''f S:'iI:':GTH ' c-: i t. f,:'i-Jr::-\( ! l!i.\Ta'l T5n.--J- rt'l lrIt i 11\Jl-,rl jit!'.'\-,5l'jr,l-, '1 /f| 'l-l-\-/'-L- -. /--- ^.^\: i i !- -i .. -j':-- t ! | --.--.i:=.-: --:-/-AZ-. -/'-v. r r.l/-!-+.^, : --: -- Time I'ilxei _:Air.t _.. -!T':-r:cir }jo. =ia lrc<et ilc._Y1833 Cu.l'cs.Fiecedil? T'iii-,e l+rriv+i r1:i-- -_ .'i .'t :i-.-r"a... a^-.-+----.,r--: nx r.an*.ro:r:- l:i r Tia-::: :i-"';i-';:3it Cci:tE !'C.i.tt lir -Silu cture .-Y..t .:;aa? a:ah i;, '/.1-, Tirne:-!ia[ Curing of Sanplefll I., c 3l-66 al /.\ra ^?.A*.! i:6-.:.. ,i j r.. na:--v\rgvf !v s\, _regv. _, _-._i J\-iij. Sluiirc 5n L,. j-r-.i -OO : l.ici s I 7c:i:^ \.r.;t. o{ iresh Conc.Df-il 'l J. l, 'l i irf \_.1, _!:.. . _ alrr Conter,i L, l.j5-oc Vol.- ci Loa<i Gal.{oec - eri R }E,A a"lc Gai,,/Sack .\Iater Acied G ?Jrnt ,. itb Cz,/:Y . '1e:._,ori Srecs Ccarse -Aggreqete PCY .lgoreoa tg ]thkr'daa-uE ffa:Ii \ve'Conter: .?CY Jti lDr:iled Ccres U ';r - C'= Speci;en i'lo,r_04-i sie Testcri lD:;eesl.,rs .;nches - Sid 6 x i2 Cv1 Qn:r:rs.n '.'..i'l T nr: ;\itc 'r- 1.:r PtTE E.q<?1 ! i.:-:ee Sg- l::ches - t:i C.ri 2t,.27 iTc',e: lraci Lbs.- Tests at Davs Ase - r.,asi- no. qE!!i--:- r-11q a c 4.!.-e 3 - -!,95,-1. _ -il._3aI.g_Q.i of (rro r. i nT a;r i-i_r-;.e o! lF-;,-::.-a I (r) (z) Dlag. Cor.e Slieai /? \ Yeit.(:^rr+ iSuur',;tt - Actual iSj C3c-:c i.l:- =: ii s j-:U : _-,- 1 -, a' ^- : ^aLa.12 | (L. Tested By:Saopled Signed BY: e3ac o e"ffir€ RU 0l t 1e74 1033 South l'rcntage Road $est P.O. Box L944 Vai1, Colorario 81657 4O1O I{AR8OF PLACE, COLOFADO SPBINGS, COLORAOO 8G:7 303/ 5e6-7647 5:F: i..3TH Sqi[ & Faurrdqtion Engineering i.ir'Ci'l' Cf Carlifi.fTl F:EiD TiSTS i C;ll.iPi-iSSI''i ASTir{ l,'IETHODS ii{DICiTED -r-':l g. g --C r:.r- clu-c-tiOn UC':pa:-,r- 2irr-' f 'l nn-n .:1 .:1 ; i-l 7 Oi: : f - , ^ ^.- | \ -v4---\)-il'j2_1) 7 n-,.:.' n -.. :, -z Tine lu{ixed 1'-li -I n --ArTlveq J: -:? iv:cjeci: l*o.1, iSZa_ Cu.Ycs. Piaced Q+ Tine st ;-j- .c- r- ai i]l i-rb. &l-'it 3i:65 - ir Ccnieni_,] Gai../ioad : tr. r-,l acfS -eJI^1? CF cy _ Tlme:_ *ch Conc. P u. -66 ii.:; !el]p. \trt- of Fre oi Loaci 4-l :-OD \icl . E. 3- I I ^J-^rtt t; ::t i Tt=.o , I I lql,.''.,.., i,, i Gall-qack 'rJai:r Acjiei € ?j:n; ,. lcn Si:;-' rj - Az/CY flc r-, o r,; Coarse (Geil i 'r5 :. /-a-+a:| tl/-\' i !': "" c i' : L,U_:L=I.! - vj \./. vqv:l__ Ll _ . SEecs.iggre-oate PCY i!ne Drlllei C.-i-" -<. c 42-6+ Specinen i;c. l_04-i TeEts at Dal -: ...t .i .. ^.- ^ -. -,1- 4irr-! v c- l, (j ! I -.-,\ .-1 | "':'e-( L >2v- | I 'e Aee - li 13'; r10 .n.-1 I non-':':rrr i -,-: iD,rre Tes:cd -,/:)/ tL Y/ !t/ (+ iDi::eisic::: hches - Std 6 x 12 Cvl p vU-NTL Sieci;r,er, 1.1.-:. Ibs. 3;Sf/0.1963 CF ^,1 , .1a'J. +I tl :-i i\i;eiEht PC:F =35D '' !,-:l .7 I jrl:. 2 i,:-ree Sq. ::.ci;es - S.to Cy] 2E-27 -\: ":.-'if'.j}al Lilo;/ Toiai iolc L5s.IUOUUU :07ci0 liyp'e of (1) (2i (3) lFracture Djeg. Ce;= \reri..I Shea;- Sriit E iitlLJ ir fl ti ;:iitii-' i ! iS';ergth - iclual FSI \/J5-15 ::1, Ci7ir9 F.i'ns:ks Tested By: S-.r.r iii,:r'l Saupled Siped 4013 bd(bor ftdce cotrado rqr|6 cctrooo . dogt-t 303 546 .75d7 fi1 solrn J,antagp rood rnesr o o box 1q14 val .cokrodo.01O57 303 .475.0297 COI/PRFSS IVE STqTNGT-I REF ORT Rtl' OCT 1t 1974 cONCRre F rrLD Trsr iND lCrr-1 n9tneeflng . /.\TRUCK NO o'lu Trr\,rE ru1x16 i:rl apql LOCAT I ON OF PLACEMENT IN srRUcruRg Exterio:' qgi{4n C Li-ne. CL I E N T NO t-A I NO CONCRETE NO CONTRACTOR PRO.JECT tion Co. ala(^6 t T I CK E 1 116 vl-;Y r/ '-' . :::aVED (-.iVPLACEOki g s CU YDS PLACED TRUCK LOAOING... O II'A TER CONTENT WATER.CEMENT... ADM T X TUR E. , CALC I UM CHL OR I OE MIX NUMBER SPECtFICATtONS.. oe s l GNED 8Y..... Concrete Tenp. TIME OF TEST.. SLUMP ..... 4+ FR€sH coNc. yy1.. i4l.; ENT. AIR CONT€NT +./ CU YOS CU YOS cAL,/Lo RA T I O AEA oz/YD 1l I NCHES PCF r. SAMPt.E CUR ING... LAU WATER ADOEO-GALS PI.ANT C2 JOB StTE CEMENT CONTENT.. J:Z Si',,- * CDARSE AGGREGAT€,- PCY FINE.AGGREGATE..-PCY 1 .5-)/4n',/ltt )/ 4" _#4 _14r ^.Onoy r Air Te;..r.- O rrt'a I SPEC I MEN NUMEER 1OIr.- OATE TESTEO NUMBE.R OF OAYS CUREO oIMENStONS, TNCHES STo. CYL t NoER=6rrX12r' SPEC I MEN WE I GHT, POUNDS BSSD oerus t TY i PCF AREA OF CYL I NOER, I N" STD. CYI. INDER=28.2? IN2 .t.. / TOTAL TEST LOAD T POUNDS c0MPRESS I Ve STReNG TH rPS I SPECIFtED STRENGTH.I., TYPE DF FRACTURE: l) otAcoNAL sHEAR 2 ) corue) venrlcAr- sPr-tr REMAR K S SAMPLEo BY l'. Lechner TesrED By t'..'^^.. r\ I G. Manzari S IGNEO o S.effi€r€agrtL nrOcr 1 $74 1033 Souch Fron"-age Road. I'l-es c P.O. Box i944 Vai1, Cclorado E1657 4OIO HABACF PLACE- CCLORAOO SPF.t\;S, COLOBACC 6T.F:.'- etlr Soil & Fountiation Englneering Ti Fn^' -).,.-;.r....-' 1O. ;l ?icker iro. _il_3r7 uu -:GS . rlacec -r-:-'^ :r.,E .r--. . 1 r :;'-___E-:jf_ .. LS?1,1 lilE?liCDS : i;LlI 3.:.TED ciuie zn,; oI bSrr-D!€:.,:!j-aN. :,i_ ,.-.-,. -.. -^.i__\. J::Ci) f ,:,'::r ;;O;a- l oi i:e*ch Conc. PCi t. i/)/ t+ .,i-++. o ,rr--^-^^,-,-- i; ^.-- --'l.r-- i.l - L. E_ts92 tc:-!. Itl,,,^n it' c 3i-66i r. u:l . i -v-i- - t .jr.J-: t * -:.j-CO c .13 8-53 ,-tr /Ar..r t-'.el:'/ -r qvrL _C::i.,/--c:d - Gelz/Sac< f i.i,e..lggregef e/+" A:lgle.ja;e PC't' of Soecinen - gld \., -,t: j.=li r 1?. a- irco Iln'r a iJi i,:'r rf f--r it:l Tested Byr;, t-.r J 5 - - ? Sal ri Saupled G. ilanza:'i SigP.ed o O flLt ocr 11s74 1033 South Frontage Road West P.O. Box 1944 Vai1, Colorado 81557 4O1O HAREOR PLACE. COLORADO SPRINGS, COLOAAOO 80917 303/ 59e?647 €.&.mrer€ee Seil & Foundctien Engineering i:PoF,f Or'.larl{cl:Tt A3T}.,: I.TETIiODS INDI Job l.i.-:'1 /"\; - ' ;!- ce:iea c: .ccur ii Siructure .-:-i1e. Tirne:Curlng of Sainolef;$ hb1_&l: l"';-oisr Rccrirt, 3l:-65 - -r- + 1 . 'J rfLl v'lrirLgl:i. ).W ,) tu ZJi-Oi' le;:_;. ff of lresh Conc.PCI c !38-63 ci7 lru g.r: .. Gal,/ioac - iGeii F:ne Aggregaie -as L' no . :; i - - u e; ijilea .i,o' rl l::-.:: ni r -: rr at C -12 -o+ ispe€:,r:en]:\o.-., , , ..- .lo4-l- ,9i7-7 , >/ !./ |^ ,. ^ t-lJ/ !./ 1+ D:::aisiots .rrchEs - Sid 6 x 12 Cvl ' l);il S1-::i;ren 1';t. L)s. SSSlr/J,1963 CF .:().'.)i i\" e:cri PCF ::39:''t I tr!re.r:)0C0 i2c000 1l.,pecf i!) 't2) {3};-if ::c:ure Diag. Corre Veri .: Si:eer Salit .r.- l.:l i--t ir i-ril 'i ::;e::th - Aclua- ?S! C33-::5 421Ii ,t00 i/t 1 - - :- r: Tested By:Saul li .^l/--::-tr led By:G. iiaazai.,,-.r Siped syz / L^'--^.*,t4 _ t_-. ..-s*.atJ,r;g;;;t COI,4PRESS IVF STRFNGTH RTPCRT l0Ir-I 104-1-( 911-9i6) Porto IIix PROJ TRUCK NO rtME Ms*g6'1 2:JO apFr LOCAT ION OF PLACEMENT IN srRUcruRE Tunnel galls s. 400 ha6or dd(e cciorooc ryngE cokrado . 0O9'17 303 . 506 .7547 1O31 so.rh Jronrage rood ra'vstp o box 1*14 vai ' cobado . O1657 303 .475 .0297 CL IENT NO t-A8 NO CONCRE TE NO CONTRACTOR J.A onstruction Co. soil foundotion dngineering T I CK E T NO 1u.o 1:00 pLAcED e. corner. nter (t "g€ cu yDs pLAcED ... 3) cu yDs DArE oF TESr.. .. q/4/71+ TRUcK LDADrNc... b cu yos rtMe oF TEsr....l-:lr5 wArER coNTENr elu/t-o sLUMP .. . -. 2 j/b tNc'-lEs wATER-ceMeNr... RATIo FFESH coNc. wr.. L/+ir'8 pcr ADM I XTURE....... --_ AEA ENT. A I R coN teut \.\ /" oz/vo sAMPt-E cuR lNc... Lab' wATeR ADDEo-GALs Pr-nrur o ,6" s,reCALC I UM CHLOR I OE MI X NUMBER SP EC I F I CA T I ON S. . DES I GNEO BY. . . . . Concrete Tenp. cEMENT coNrENr.. 5;- sk- '<rf 1 .5- )/4" coARsE AGGREGATE-- PcY z/4tr 3/4tt-ti[ PCY - t4 ,. tQ^oor FINE AGGREGA TE. AJ-r Ter:p..r.cor SP EC t Mt, N NUM BER 10I+-1 9iL-?932-7 911-L4 OATE TESTEO 9/LL/?4 9/Lt/?4 e/L3/74 NUMB[.R OF DAY S CUR EO 7 7 14 2t) o lMeNs l0NS r I NcHE S srD. cYL I NDER=6rrx12tl q+^std std sP ec t MEN w€. I GHT r POUNDS Z(') - Uo 27 -qIL 27 '/ i'\ BSSD OENSI TY' PCF LtLz-q I LLa^')lLi - lt AREA 0F CYL I NOER r I sTo. cYr- t r.roen=28.27 N, I ti2 10.1(lOell lQtE( TDTAL T€ST LOAD 'POUNDS 65400 8+8oo 97AOO COMPRESS t VE STRENGTH'PS I j020 2999 sPEc I F I eD s rRENG TH r f-S I too0 ]000 1000 TYPE OF FRACTUREi 1) orAcoNAL sHEAR Z) coNE J) venrlcAt- sPt-lr 1 '! L 'l REMAR K S sAMPLED BY !1 L9!!!!f TESTED ev 0. Manzarl.S I GNED o s, a','r*rO, RU OCT 1 le74 lFt-D TEST r1f'D .131C l-eiocr c{rc?((tra'b tg.rl(J: .ckln-Jc 6091t l0:' 506 .7527 1[R1 lant Inr,ra.r€ (}{J A I r^} 196.1 ,,ol '-cnarb inc57 ,.t{i.t:r.4t5.0291 CL I E N T NO I.A B NO CO NCR E TE NO CONTRACTOR 104:b(gei:qeo) CCIiF.RTSS '',; 513iIiCTF PF{-CRT 104-1 Porto l{ix PROJCC TRUCK \O TICKET NO TrlvlE 'r,rrxto 10:4frnnrvEcIl 3ll3jSt rcec LOCATION OF PI.ACLMANT tN STRUCTUR[,1-6, A-B Line 2nd floor. soil G foundaton-' dngineerir:q. QJ flf cu YDS PLAcEo... 160+ TRUcK LoADrNG... 10 N'A TER CONTENT I\IA T E R- C E M E N T . . ADMIXTURE..... CALC IUM CHLOR I OE M I X NUMBER SPECIFICATIONS.. DESlGNEO 8Y..... CU YDS CU YOS eau,/t-o RATIO AEA oz/vo 7; sLUMp ..... 1 a/!+ r NcHEs PCF q, OATE OF TEST. T I IUE OF TES T. FREsH coNc. wr.. 14ii.0 EN T. AIR CONTENT- SAMPI.E CUR ING.. . !qU wATER AD0ED.GALS PI.AIT ) .,OB SITE cEMENT coNrENr.. 6 Sk. <'r'r 1.5-)/4" coARSr. AGGREGATE-PcY i/1+" 3/4tt-fi4 FINE AGGREGATE..-PCY -i4 . Ll:Li SPEC I MEN NUMBER 1O!-1 925-7 926-?VL/-LLL OATE TESTEO 9/Lr/?t+9/LL/7t+9/Lt)/7\ NUMBE R OF OAY S CUREO 7 14 2B 28 o IMENS IONS, I NCHES sro. cYL tNoER=6nx12'i std std c+n sPEC I MEN wEl GHTTPOUNOS 28.55 e6.68 29.oq BSS0 oerus I rY ' PCF 1&5.0 146. r 1113.2 AREA OF CYL INDER, IN, srD. cYL I r.roER=28 .2? t uz 16.1l CQ. E(10.1( TOTAL TEST LOAO,POUNDS 122000 12lr00O 1i6000 COMPRESS I VE STRENGTH'PS I 43L5 4 )Ob 4811 SPecIF IED STRENGTH,F-S I 1500 3500 3500 TYPE OF FRACTUR€: 1) o t AGoNAL sHeAR 2 ) cor,re 3) vERTlcAr- sPr-lr I 1 1 REMAR K S Po?,2. added SAMPLeD ev I. lechaer F^-.. /\ I TESTED ev L. Lechner S I GNED €.&mmer€ee o Ru ocr I 'g741033 South !'rontage Road West P.O. tsox 1944 Vai1, Colorado 81657 4010 HARtsoF plice. cor-o*aoo spFrNGs. coLoRADo 609r7'- Sail & Foundction Engineering 303/ s96-7647 !* ' ;:-t cc',lc:: cf Fofr ir i i.-i -r..,ine. , : i'r.-,-i. '.:^ ,q5:IIli-.- -rv. vv/ f-c'i-r F -r f,:'tLral:-r< illFr/-r.rFr-.nf-J l. r ir .irl u .i, !rv.l-, !' .l r-i -': \-'rr l:-L,, liy.ier Cor;iruclicn ilr,.rr.c Tine lvlixeci-_Z :,!i_e!r_ *. iine P.rrir-ed - : )v aJl jcb l.ic, T rl-r 1..-. 1-^^ ^ r.^r*-.vl t9 r \_/u I Forfo i,i:t r-C ' tr' ^- 'f tCKei r-lO. v --..l-U i-r r 1,.J e Fl>r.od ja- I ling: 7 . w) e-tt Curbg of Sanpieidi Lar. ,!l licist F:cc:; 3.1:66 * 'ie3p. cu ! c I.i3-66 'v'cl - of Loai A:r'Ccnteni j.3 '. ';'. c i'iE-53 c z3: Gal,/i-.u. -c;r./iru:t: Gai,.'Saci: oz/ct Cel:rent -S:e cs .,a.a:a-tra .--4 +g Fine lr .Tes---:;^^:J.f\l-LU49VJ us,J U i. Ylu-( . I !-L i av PCY : .-t .l-r- Ur- ao c ! ;,::e: Sc. inches = Sid, Czi ic4-i - Std 6 x 12 Cyi,t:-l- 3SS],:'C .19 63 Ci i?'. ,? 1\-, '-Jt S:ltt :O. O '1: L\).jt tilt tlri Irtitt-J c. (i) Dlae. Sheer \,J Y - - ) 1 ,.' :-l ..- 'k s Tested By: G. i'ianze-r-;Sanpled BY:,.-;ec jrne;Signed O'qut CIeT t Road ..,1 ' ' l' t,' '/ tg74 llest€.Snrs{erEee 1033 South Frontage P.O- Box 1944 Vail,. Colorado 81657 4O1O HARBOR PLACE. COLOBADO SPFINGS, COLORAOO 8C9I7'' Soil & Foundctien Engineering i:P:::T CF CC::C?.17. Ni:D TiSTS & CC\'iFT.ESS'i.'? 303/ 59S7647 iJ?}'i ].II?HODS II'IDiOATED it?^i.!Ft-. -t -!.' i-r-cceilc:i cf !i-C i,iae. de:' Co:s::'uciion Con iob lii - ''r n | ! -:!v..' - I-ab. Ili. l-O;-:-i 9!i:9 Conc. Co.Porto-5 on "ime lviixe+ lo:j5 al iima .i.rivee l-l:45 alTickei !';:o - tli794 Cu.Ycs.Piaced LZj- i.{orst'.".,. ,.1' c^ 3l-66 sonirete !enp., E-qor, Ai-r Terir. &.S].*P-Z' - \it- cf i=sh conc. PCF , C 138-63 , c 23:-62 Gal,/Load- - l: ' Cc;.ent Ratio G:lz'5ack lrilles Ccres - D-r.G b X .l.Z LvI 3SS:--z'O .lg 53 C: - S:i cri '/6 -27 ?42 IUOUU\J Scerse Aggregete '9CY F:ne Adqiec.3te ' FCY ',/i!" -+AtrreqaEe - td.$t: no. of \-dlt ItEl est ai- <iays of Signed f-... 'rio -: S:1r: 3749 :- Specrii=c G. l"Ianzari €.&nmer8ae & Foundctian Rrr. (}qf 1 lg74 l-033. South froatage Rcad Wesc P.0. Box 1944 VaiJ-, Colorado 81657 4O1O HABBOB PLACs, CCLORAOO SPRINGS. COLORAOO 8@I7 ]cb l.ic ,'10!-i t^^6- /-a\Jl,lrry. J'....Line T:ne lviixec 'o:57 * f 6 Tlire Arriu:d E :10 I I -. ,i .rl-r :, -- . .I: Tlcket lJo.'/l-fl/_ Cu . Placed c-vlTru;k - -; $:atei Cair,e;i Ratio P5V.r.1 i 't Lll . ? . ; Adni>::::l:: I .qgA ::1 j ' /Sack Desig:i ry :ec:nen Wt. Lbs ;\'feiqhi PCF BSSI ii:ee Sq. Iiches - !ot3i L:ac Lbs..-: S:rer;::, Feq'6' ?Si Specified - Stci 6 x i? C'yl . 3SSD/'C.1963 C;?g,1?-.\ 28.&) 144.0 i r+e.o Stci C7i I ee. i10000 .I"\ /1\. 1&' te,' tt' ? v' i': ...' --= t I I : :! '!: :r:';. a Rlt ocT t F7{ G.@ L033 Scuth Sroutege Road West Ee P.0. Box l-944 Vai1, Colorado 8i657 4O1O I-iAFBOF PLACE. COLORADO SPRINGS, COLOB;:'Dc UCg'? ii.;''ll,i i i-], Cf'].'Ci.lT: i:i*D'rii?S e C:,:ii'FrLSSi',IE 303/ 596-76{7 s:Ril:GTli .LC]] ,, Conc. Cc. ri:-.:ci: .:- . - 3{'c; Ticket }io,_ 11719 Cu,'iis . Placeci :i.. ?in',e T!me:Cur: r,g o! bd5^D](}1,t:jr. -i--.-_r_'v T1n".e lvli,'ieC 7: -:, E.:-. ?in',e i-rrivei 7 i-iC t:-, iEb. &n l.lcisi 5.:;:.-3i-66 - l^rr'i. of Fresh Ccnc. FCF Gair/i tu. ' --.:jiJ-tlo !6]- 9iT1:si c ]3 tj -63 vrY / -r avr- -,-r.t Railc G=1.'Sack \J../ \J t Cenent Coi-rteni Srecs.Cccrse Aggregate ljr:,e Aggiege:e ia:: I j \us:/PCY c :'L' 1 Its at DaYs Age - :-..r_#.a-i,ca.ies teE l. at . r no. O; Jileci:.iel: ii nf . oez. qot -7 02- "r/'J// /+ 9:.irches-Sid 5xi2Cy!...i b r"n i ar.l . .i{i .e c .iL l i..ie,-. :;. l.,ciies - Sici C;-i ?.t,27 aQct-(t5.,,'/ UOUUU i0e000 ll;''..1, 1 1 tti {2) i3; iFrr.:' ,:': Diag . Ccr,e ire:-t,I Shear Sn: i'L iril -Ll :rtt aI- t r+-..i :i r--1J i!'! = -ii.:- Aciual i'Si C3S-i5 1749 o L/O I ByTest€d ftu. ocT 1a1974 corucarlr irr-o rrsr ,tro qor,4PRFSS lVt STRENGTH REf,0RT LOCATION OF PLACEMENT IN tunnel ;fl. i04-i l)oiio i'.ix TRUSK 1o ;l--, T tCKE t r,tO Y1712 TtME M'rao 3:0,1 lnnlveo ::l+j pLAcED STRUCTURE Itr. rlrq; u';-1 ; ,i. wi.:rg sai'l iv 4O0 hdrbot dacecrcrdoo 9r€6 cok odo . 00917 JOJ ' 5o6 ' 7547 1O31 sor.lrh Jrodaga roodp o bor 194d val .cdcrodo.81657 303 .475 '0297 CL I ENT NO I-AB NO CONCRE TE NO CONTRACTOR PROJECTSoilfoundotion dngineering KJ "g,--. TRUCK LOAO ING. . . VUATER CONTENT... - IVATER-CEMENT. . . ADM]XTURE. CU YDS PLACEO CALC I UM CHLOR I OE M I X NUMBER SPECIF ICATIDNS.. oe s't cNeo BY. . . . . Concrete TeBp..--o*(2 E oArE oF rEsr.. . . -\/ZL:j IIME OF TEST.... 4:-', SLUMP ..... '' lNcHEs FREsH coNc. wr.. lij;.7 pcr ENT. Af R CONTENT -.",; fi sAMpLE cuR tNc... Lalr rvA TER ADoeD-GALs Pr-nrur C .EMENT coNrENr.. )* s:.. +, coARS€. AccREcATE- FjCY t /:+'-' CU YDS CU YDS elr,/r-o RATIO AEA oz/vo 7" p t.-v JOB SITE 1.5-3/4n )/ 4u -#4 tL+FINE AGGREGATE.. Air Tei:p.." O.-iv I SPEcTMEN NUMBER 104-i uY)- /ae5-?() ) :-:r)q0c-oP[' DATE TESTED 9/i/?!+e/5/74 s/L?/2h t-' ./ ,: a, /'71,, NUMBER OF OAY S CURED 14 2R ,9 oIMENStONS, I NCHES srD. cvL I r,roEn=6nx12't q+,1 qJ-.l 11.{- ^- sPECI MeN WE I GHT, P0UNOS (QtC)2t. )t j;. _10 J:.i7 ESSD OENSI TY' PCF L4).o 11i4. :'L!.,4.:;+j+. I J l. ,. AREA 0F cYL I NoER r I N' sro. cYLtNDER=28.2? tt'r2 tr. ?,4a .1i :L-.a't' TOTAL TEST LOAD,POUNDS 7r.000 / :;9 UU J;000 105000 COMPRESS I VE STRENGTH,PS I 29 )5 j'7:i9 SPECIF I Eo STRENGTH.FSI jo00 innn ;\JL/U -?0C0 ]000 TYP€, OF FRACTURE: 1) otAGoNAL sHeAR 2) coNEJ) venrrcAr- sPLlr L 't l-'1I REMAR K S SAMpLE0 6y L. Leehner f |16rr /.\ I TE s IED sy G. iianzarl S IGNED € o g{ffiFr€r€ I RLI ocT t 1974v 1033 South FronlaBe Road West P.O. Box 1944 Vai1, Colorado 61657 40IO HAFBOR PLACE. CCLORADO SPIItNGS. COLORADO 8C9I7 303/ 596.7647 Soil & Foundcfion Engineering _Ji:.t1r i.!:-D i:sT5 a c'l\.,!'a;:is!:"7 .: a-\l ! {:r:;;r1i-\< Y':!l-:T.r:Pirri-\.--J ^:Yl rr,, ! .f:\- rJO ir\;r:v.r.|.l:r-l -:b. l::. l-C+-:-(,rr.9--6i4)i7r.:iec::___.,_:fi[ 'tii--:e:i"n oi ;ff B-C i,ine. '- a!:.c r I cor siao i-3, Sluno ltt Wr. of iresh Conc. PGF l/+L.l .'-:r Conielit .. . .L.5 ?ozzLLLih i-gn:.:<ii:e: .r€A - c l..i?-66 .^vo.l. c: Loec o G:1'lSack / iiljJ( C i33-ti (;a 1..' i-oac i','3:3r' Ce ;:e;l Ratrc r:a--:--.Jt5:!i: ' :r 'D:igi'sicr:e. Iirche:s - S:d 6 x !2 C"-1 +-:-:-..i-;--rr ,S;:ci:'ren ;ii. ibs.3!Slt'.t.t363 Ca 2a .27 :lc:r: Loed Lbs. : F:: ciure ii-"ng.n - i;rual PS1 C39-;: .:^: -.'. ) '1 -r-: - '-ai-i .?7 i.)ca( 10c0c0 rrJC0J l- )r)7 (ri Diag - 'ta]"i3 ) ll^-. Scl :i I .t; :ateqhF9r j- ::1 l:ks 030c0 E I| +:-v2 Tested G. i.ianzaii Saupled ^"ianzari SiPed BY: etlr o e-ffir€E'€ ---. rrot t f074JlU ur'r r'-' -6 1033 South Froreage Road l'Iest tr€i P.o. Box 1944 Vai1, ColoraCo 81557 4O1O HAFBOF PLACE. COLOFADO SPRINGS. COLORADO 8LE.i:ai! & toundctEon Engineeri'ng ilPa::i cl a-:,:j.,i':i.i.-rl i:i:D T;STS & ccl/iPF:iS3l'rt 303i 5907647 s:i.::.;GT:"; i^ -.-. *-.,--- -. I.S1I.,? },!E?HCDS i i{!: CATED ?^ir rl, cke T:ine l'iixed ?;L2 as :tn--+nrrni.i ^. Fa- \.,/ \J iiD u: \av 9-l-\J1I \J\Jrl Lab. 1.: - i04-1-(dcjjpSl Ccnc. Co.Poric i'!i x Ti r ! : irts :r: r^'e { . J-r: su.u f-in \i- 722 f:lr v.:e ?iaeed i 2:,- Ti;-,re r-.-:i.'e a ;:a i0 a-fO 1,',-::a.t i.e r:,elt Raii.o PczzL\!';'t . G=i_E3gk I ,Jaie:;.Ciec; /3 ?laii; .. l:: t-.= ) -iGrl) iGail?QY -5 Sac.i .si.- --L :-l:r' CzICY 'Jenent Coateai Sness j."'i z2.z? 1L4.f /.r?. o - " ^- t4C-,', / \ )\JUL/ I (r) ' \ i,:.: i--1iltL-.jDieg. Si'lea:Selit - i.:tuai iSI C33-i:2 Tested ;:i'c. ?i I S.:e c:f i ec Saupled lianza.rlsi8Bed Br, o gff€r€ rC ott 11e74 *,€ 1033 South Frontage Road -rfese tlEa P.o. Box 1944 Va11 , CoJ-orado 81657 /to i o HAFBoR PLACE. COLOBADO Sga i35. COLORADO 80917 g. Sait & Foundctian C.tngrneeftng iEi CiT OF CC::]C:.E?; F:i!D T'STS & Ci,]I"ITIES:.''.T STR:]:CT|: I-.STl,{ ir'ii?FIODS I i{LriC;?ED '!nl iicrih -"unne trall seccnd I-ab. lic. l-0+-1-([iZ_:tiZl Tine l,:ixar l"O:2C a,r rI.;i= t--_r__'5_ _!L,.:-i-lJ 6J. 30€.159G7647 ir"u cture Ticket i:o- Vi702 Cu.Yis.Piacei ?Z D:ie 1.,'1cl'+ed:, t,/"8/?!. Time: -r 'l :1 5 Curinq of Sar,pleiQl L=:r. 5.r :,: - ..' C3I-66 '-or':-ir'r Qlrrr-n -1 --1.t I- -- "'v---=!--------i:f iresh Ccnc. PCF !42.9 Air vl./rre=a,lL )rJ- c 143-66 c i3 8-53 - LJ:- C i \tol . oi i.c-a c) j ' -cyfiruct:Galj / L'3:: H'5ter le;l,ent Raiio Gal,/Sack .Coarse A--cEreEete Drlllei Ccres !Ty.pe cf r F ri /rr )r-6i''-*'--- t-oecii:ren I{o. :l tttrr '''4 C;,=ai r iDi:..en s i c;n -s In che s i .-04-1 - Sid 5 :< i2 Cyl Tests. at 6710C of Specr-en :Sceci;:en '.ft. Lbs.:< c t-r ,/ii r c a2 1\F:-,r'LiJr/ r ..iv L\,, v.l Veich''- PCF BSS] irtea.S,;. lr.ches *U',.'i Lt.Z! Tctal l-:ad lbs. std {r)\:, Djag. Shear (2\ Ccne I?I i--ri__lSeiit lSuenq'rh - Actuai PSi C3S-:5 i..:e r: a: .lr. s Tested Byi Sarapled BYG. iian2ari Signed o effir€rteruree€- F.i.i-'1j::.T c)F ..Ir.Jci:.rT; iiriij T:gTS & co].,ti.F:ESSi'.€ Q'u ocr 1 Blf Road Hest1033 South Frontage P.O.3ox 1944 \taj-]., Colorado 81657 aOio XAnaOn PLACE. COLOBADO SPffINGS. COLORADC 8.J€17 3ffi1 5e6-7647 STFIE:\iGT!J ' Soi[ & Foundotion FCErrgrfteerrng LSThf l,'! ITTIODS' i iiL-:I Ci;TiiI) : ,,', C(?8(7Li _Time:_iO:JO asuring of Serr,ple;.et: ,:,,. C(?o(7Li 1i$g;_i0:JO a$uring of Semple5if,{ j"ab. &i-.} j.ioisi io:,;:: l- ilt{r6 c ai:66 - Co::creie Ter:p. 5?oT, Arr Tenp. ?OoF!-L-;L , ,^:: -L sr-l}J . -l:!!lSlur:,.o_-lzl--.._-_Yr.'i. of Fre-"h Ccnc. PCf___ 1i,ll-.- Air Conter,i ir-O 1l *_c :{3-66 C t38-63 C 23:-63 t'lal /1" i-\\'-t€i 3c.:',-,eli Roiio_ Ge]z'Sacll i ''i:at+i -.dCed iS Plar:'u . . lcl S:1: I f/l: ti iC=\I \su r.tAz/CY I l ,Je :'e:-.i Content F'CY 5 Sacl.: !2.'.';' l'tr i ];iil=d Ccres :sts at Days Age - Iabt,- :rliicaue,E .-rgsi ai dayE oIt brecrli:r,^n .i\o Seec:=en j,.ro. 104-f b'1!- 1 D:te ?r'sted I /L/7t,a /t' /11! i D::',e:i!.cns inches - Std 6 x i2 Cvl ! Siec:--re n 1.rt. lbs " :SSDz'O.19 63. Cf 1_^. tu'ri;eigii PCF 3SSij I i:ee Sq. inches - S:c Ciirl 28.?7 ZPr.27 2R 2.t. Tct:l Lcad Lbs..1020c0 t 0z0c0 iTr-pe cf t!) ' {2). (3) lFrac:'::e DIag. Ccr,e . Vei.t.! Sireer Solit r1Ir ir,- i l--rtiirlirl !trlil t'---1IrL*' ' r---i : ;*t: ;!. S're:i:ih - Actual f'SI C39-:6 j608 iSao icr:::,1s Tested By:Sanpled By:G. i"lanzari Signed By:E//X o ftffi€r$ee Qu ocT 11e74 1033 South Frontage Road L'est P-O. Box 1944 Vai1, Colorado 8i-657 4O1O HABBOF PLACE, COLORADO SPRIhIGS, COLOFADO AOg']7 303/ 5S6-7647 sTi.:t:G?li - Soii & Foundc,ticn Erigrff€err$g ?l-i]3;.T OF ;a::':CF.IT]: flI.ji TiSTS €; Clrl'lPiiESs,ji''f -S !M itf ETTIODS I:.{Llf CA'IEI) i;o.- Vl-5ui,5 Cu .Ycs . Piaced 12a Tine Hr:ir'++_si_0-!__er-- ?1C':-Fi1lrf a /'\ Y1 | ^v.1n Tin:e: 8:J0 a:rCuri:rg of San:piefii $ a'-:rr tr lO-tl Slunro z'. n \{rt.of iresh Conc. FCI itrt .9c !j-3-66 c i-? 5-53 lioist F.cci:. vor. QI :_oac (Gal.,'/ioud - \t e';.3.-',e i,-, ent F,atiO Ga irlSa ck +ate: ;ciCed rS Plan-"_g;--Ict SiiE e Az/C\Cener.t Ccntei:i :-L/i .Spe cs . Ccarse AggreEate Fine Aggreg'ate_ :.!-,; Dri-ller Ccres Speci::;en l{o. Daie Tesied . , l-.,ljlii3I S:an5 J.i Ci:e S :SFecj:rer, 1.!'t. Lbs. I f i i!! r-:r ! Fr: '-: - -.,t"----- i]) L- -i1-a;t -Std 6xi?Cyl 3,.<;SD,rg.i963 CF S-{"C. 1r.-;ai-\,. D1-F EC<il i,-;ea Sq. lncl:es. -St{i C'."i 2e.27 ict.;: :,3eci Lbs. Diag. She ar tti . Co:-re 1?l Srlit iS'r.r;::r - Actual FSi C39-ai 'it.-a- '."'.. 1,.:Frel lQi Q.nrriinn-r. .e5 sr r Li vr-luLi P.e r :-: i< s Tesied tsy:G. j'lanzali Signed 1033 South I'toatage P.0. Box 1944 Vailn Col-orado 81557 ioro xAaeon pleci.-cor-oneoo spnrNcs. coLonaoo gsrT 38/ 59C7647 oru 0c1 ile74 West€.&rrutEr€ee Road '-Ssil &Fosndaiisn Engineering PiPCi.T O;, CO:TCF:I; i:E].D :;STS 5 CO\,..P!:ESSIVE STF.E}:GA!T ':---- ; ! FST}.{},I;?HODSINDICATED J. A.ilyd er l Co 'ufUCt Tcb Nc - l-04-l "': Lab. Ic. f04-f-(8iq:8fuL:* Conc. Co. Porto Time Tirne ^( oa D3te tf 3: je ct';;,€/ 2? /7 4 Witer,Cenent Ratio 'Gal,/Sack 6)V-/ ri*. e/5/?4 s'/to/zi 'C.l': L,td. Lt :\l.oiah+ 91-t tea:1 1. -l Irttl '\, - r...,::?-.--1. .-FL3 -: - f,r;ea Sq. inches,- Si<i Cyl '2,8:.27 .28; 73000 73000 ilae of (l) Fractu;e Dlag. S!rear E 1261 -: : . "'.'.1 1LL? S:ren;tl Req'C-' P3: Speclfied eZB ?nnn 90cc Tertad By:Lechngigsed BY:. o Rrr, ocr 1 1974 1033 South Froneage Road ltest P.O. Box 1944 Vai1, Colorado 81657 <O1O HAFBOF PLACE, COLORADO SPRINGS. COLOFiADO 8'9':7 e(t$e. ii & [ngEn Foundctior: eerlHE 303/ 59&7647. :- i-l^t';-t' {')t- r'r-:".:tTt iiti D T:STS & CJ}ri pl:tESiiT STF.ii\IGTi; i.3 *'li1 I"I.l?HCIi-q i il L'rI CAT:D r ^L llriro!'. .r \.-j - ,1^.n r- C.r, S-Lab ]r'C f l oor E-C Line, D3ie .'.1ol.aee 8/27 /7+ tt"cl . c 3i-66 Concrete 1e=p. tgol-, A1r' Siurnp 4lt t':.t -. c 193-55 r.'./t Ac::!i:.uve:. .l,i-a- Des ign by Drji.leC Cores Specinen i{o. Dere Tesied ' ;Di::e::sicns i:iches'I - S-,d 6 x 12 Cyi --'li-'/ U. lV DJ Ui ;\\'e i;ht FCF 3SS :) ii'ea Sq. l.',b::es - Sici Cr,i 2t.27 Toial Lcaci Lbs. 6 :--;:'\tl . ,Te ter -r.iCed G Pie;t i jcb Sji:: Cer,eni Conie::t , Coarse Agrgregate F!ne iggregate 'FCY:: 10 10eo00 \\'3:er ce;ie::t Raiio Pozzj.LLih Gal,/Sack f Sne ar Co:-:a /2 \ liori S:;L; t r-:llItL_J IlSl:-er:rth - Act::a i eSI C39-::5 i.tr=r^rlr Dcrr-l :eI q- .\rifia-l ^nL.rL:.J-rfrLrL.;?.-u-,,-".,t16 F.:::iks Tested By: G.Saopled j,fanzar$igqed BY: iF,PC:.'I'Ci l-'|:ICiIT1] Fli:ii i:STS d Ci'1.1ti:IS$i",7 RU OCT 1 1974 L'es tl-033 South Froctage Road P-O. Box l-944 \rai1 r Colorado 81657 401O HA€FOR PLACE, COLOFADO SPF.IN'GS, COLOFADO t09'r7 303t 596-7.',/7 i - i\i:" L-, r:-- €.Scrmer€Ee Scil & Founclciton 'Englneerimg i-sTi* i,1i?iicls i:{l)lci::D I icb iit., : -L !.' -!gJ. :\ ' . l lonc. Co-icur !n -st:'.:ciure Jr<i f-l cor sia.b il--15, L----_---.-: 10+-l-- ( 84,-t::oz) Pcrio i{i-xi iL.cce'-i:;r cii* ^ -.r u-u L,l-ne. iiir!Ct: -\C. r.t\ \\.2.1 t\. | ./ Q' f--!:\i't^ f .;i a\-.Tic.::et llo. Vl658 Cu.':'is. PiecEd Tirne:of Sanp!e'J?ila;'. &i-l - v 6l:Do Concre-,,e Terp. 6iol', Air Slun,p 2+" rr .orr, r-r ( =. o F)vr)v. vJ,- of f::esh Conc.D/-'"'-----+i:J-' c i38-63c !43-66 ._, LJ!_Ci f-, 1 /t ^--'-\-:c:,l-\JC-Vcl .Load \\-a:€: C<-:;',e::t Rai:o Galz'Sac.K :iei"r i.CdEi ,i ?IanirL i. Pozzil-iihl.-'*:---.-- - - t :.nl--t i.t:-"1 u: =-_ i_atl i t--': 'i t Srecs.Ccarse Ag?:aqare :- l- 1 t= e ir'r lrt-JgJ:L'1. l.} iDriiled Ccre s :Lr+- -L D;'r-e ?esied : i*:Di:a:s:c::. inches - StC €' x i2 Cvi std ;S:ecl=en -.'.;t. Tbs. tt-?1,/3.1953 Ci 'feicht PCF BSSD j,*ee Sq. l:c'res - Std C."i le .ZT Tc:1.:. icac Lbs.. 'Tests,ai Davs AFe - I-,hst.:o. of Sl:eci-",en licindicales iee't at.day.s of age. ! I f :Js L;r' 1- i t :a ciure t i-.c n ::k s '.t\ Diag. Sheai i'l.r r/e rt .,*'lejit 105000 ; 7-'71 L 7.' l, clJ | -./ i -Ll i-_iii :l lS';ergrh - Ac'r'.:ai tSi UJJ-'l}. ri ;- aar'l!errt.,tr:. .:v5 e Scccjr!ei vZE Tested By:Sanpled 00 Signed tri€eq€g€.&.rcr€ee $ai[ & Foundction Englneertng ;.F,l,c:i o; a':i:iai..rT; riI:) T:sT:i c Cl"4i,i:is*ijrt s_]ir.:]':GTI: ii-sTlrt I"I3THC:*S I li liCATlD RII.oCT 1 1974 Road West1033 South Frontzge P.0. Box 1944 Vail, Colorado 8L657 4O1O HAFBOF PLACE. COLOPADO SPFIINGS, CCLOAADC 80917 ' 303/ 5e6-7647 i i C.o:t:: r:::.:: ! =lao-:*._..j..u qd,x,r*"ri1r.€e,li. '^;: ir-' ri p^,,r in Sir,;CiUre T4':ref i south v.'a1i of iunnel (6fi-TAI !f':-ccl< li;. tc,1 Trckei i,'c - i, YrffiffryL'^r&;rlicr1*?€,.{"*"*dry:****- r i conc. co, }'oric ]ii:: i south v.'a1i of iunnel (6fi-T-1','afGI f ine lr",iixed :21 tr:,-- li':'.:cl< li;-- E6J=: Tail- iransrrortaiion Uel'r-; D:te r.{-:i-,-:- Conciete S!urnp_.',1!" Tor'..,.' aoop 4i- wi- ii ne: i: -1 5 lr Cur':rc i]r,:-r- C i'O!.JvrJvt I \-/ a of Fiesh Conc. PCF vcl . of Lceci 6i ' -c.i/\rcc|- of Sa--pleff; Lab._ _&N i 1c:.i l:c= '- J!-CC l*J*oo n i38*63 \i'::er Ie i:.e::t P',atio iCn!<;u:e: ilA 'Sa ck-',rvdt?! i.iied G Flant ,. IoL'S::.i C .le:;rer'.i Co:iter:t l]ni rqe. ir-r'::r=cr: i-p D.^!' FCY 5^Dj\.l}: ,i\:.: t\- -,i -- r- .jrE>.Vi::-:.ne Diillei Ccres t- .:i-i'{ Tests at Q-o^ira-. lrr r.tJJs !.:lr,E.: :\t. r f O.i-1 (+1-'l i Date Tesied q/2/7r 9 /2/7u Di:ensions inches * Sid 6 x i2 C.'-l Speci:en rit. Lbs . 3SSDr'C. -i9 63 Cl ;',fo ir- Frl 5f-q -'.(qSr.\1.15.0 i li;ea Sc. lncres - Stci C;l 'tt.27 23.2 ac.a/ Tltei i-r,ac Lbs..(?zcc o /4uu 1?i.pe af {I) tzi . (3} !Frec:u:= D.iag. Cona i.reri.i ...Qiree:- Srlit tlt-. IIJ. I !rf ii ,! L*J ,if '-li i i*, l^iS-engih - Actual PSi C3,9-:5 \:-Fj:r.^-L icdr.l ;<r C^r:,.-r i1r)d"-_ r<o _:_ tou0 joi,.2 jocc| ,ouo ! :c'cc ; rltl F.cn:;ks Tested By: T. J. iierer Sanpled By:L. A. Lec.nneslgned BY: etre - Soi[ & Foundation F'Engrneeilngi li l'ari'.T Ci llC'llciiil O oo ocT 1 te?l 1033 South Frontage lioed n-es t P.O. Box 1944 Vai1, Colorado 81657 40ro HARBOR pLACE, COLORAOC SparriCg. COLORAOC 60S17 o Sffir€ . 303/ 596-7647 F;i:D TlSTS & C,-::if':.:SS.j'.T S.T;I]'3THi I-ST li4 ),'l i?Floli-< I i'i}: CiTEI) ii:C::'-:.: c:t.;: .T. A. irylier" Cor:sti'i:ciiol1.1Qcrroa.n.l, ! ioir :;. lOt,.-i '',I-_ iproleci.: p---ffi; i::ansporia.;ion J;---TF\ i t:t' l;:' 1o4-l--(; -;'l.'Bt:s)) -i:,oieci: ----Vfif i::a:rsporta.*,ioqff"l1- I t-=t' l'- ' l-o+-i--( 1'''-!1t$)) - ,li.-."-,,"r, .i ffis-*=.lr.u 1-s on B-c r-,ine, j:.c L cot"tc' co'---SqrgjifuI-------^' iftoor, slab. ---l- Ttne l"i.rei____f1]L eti_. !?ruci-. :to; 85r, Ticiq.ei lio. Vl-628 Cu.l'ls . Fiaced 106+ ?i;::e .!:Ti';s: ii: 1O a:: Pcric i.-i-:r D:^,€' i.iclcel,: 8/25/74 - Tir-,:e:9: jQ ag Curing oi Sar;p1eiX!'i l.ab. -al lu'rcisr RocnLr- ^rLr J l-C: Concreie Tenr L/ .jl -oUo-.Tenp. fiS., A;r Terl. 70uF SJ.unp l+tt l.'i:i. of F."-"E-6"n". PCf -L!+7 .t Aii Con:a:.: 2.t; ';', c l-:'i-56 c 139-63 ,-.,4.'i-oi vcl. o: Loao ai C:;,.' r il-l C-s: _Q2'11', g=a' 1\-::;r Ce-.e:t P,.aijc GelrtSack ,'"'a'.:r ..iiee Q PIa:t_ ,, ]::.a:ie Pozzit ii;h c^^1- !Jci.v:- --Qrecs l-.n; r C c A^.rrc,ainip I\.=, c i^- hrrev-.'.|| e;jne iggregate EAAEE i\.: i.,i ,r.Isi'a :ilri.lied Ccres Tests at_Pqye Age+l-t.= Sp'ecri:en No.10 te ?asicci lDr=e:slcrs i::ches I - Sic x !2 Cyl lSgeci:-.:en -:tt . ibs .?sc.-, -,is"63 Ci iteichi t'CF 35S: a.i a^;^^ i-.,-,l L -ci i-gr) t/ ii:ee Sq. lnches - tr.)rJv r: I F.= r:.' - .=t"-"'"-" S'ii C-,,! 81'5- l-l ?0O0 L: -L rr.?>i : '.r:.r- l rac (1) Diag. She ar Ii^lStier.;tn - icluel. iSI R c:::.: ii s C:r,: c3: - S:,ec (3i t--- II Tested Ey: T. i. i"lere:' S:iit Saupleil ey:G. i.ia::za-r'j- Signed By: c€ Sei[ & Foundafion Engimering o effi€rg itPCi:.1 O;r C3:iCi:iTE fIIlil TiSTS & CC\iPF:I-SSi'T STFi]:GTH:-:- P.SI'M 1.1!TI{ODS i:tD jcb Iic . 1nr,-- Lab. rir . i0!-i-(az9:_5i4) Conc. Co.Foric iit x ir1 /-1-llcKet i\ro . v l-C:?Cu .Ycs , Piacei 42 nuQcr 1 874 10.33 South Froncage Roed West P.0. Bcx 1944 Vai1, Colorado 81657 4O10 HAFEOF pleCi. cr-,lOnr,DO SPBtNGS. COLOFACO 8@i7 303/ 59&7647 uciion Ocn. .Tiine Liixeci 1:50 :i',e Ei€9€i--7lG _ ?irne:Z:; : ,.1i" '' C^ 31-66 'Conc:'eie Tbnp.'?!3, Air Terp. @ Slunp, ,. Z+"Vrrt" cf i;:esh Conc. PCf c ij,3-66 Vo]. of Loaci U .tJ 5 -OJ cy / i.iuc1 a- aa-t aav l-vl- U& ,^.-l ./1 ^-J - \)c!/ !\-,c.r .L. Gei.r'Seck oz/cv - Sse cs Ccarse Aggrege:e ine Aoqreoate . FCYDsq it.r )riliei Ccres ' (- 4i-b+ .: -. :| ",i Tests :at !e t. /.; :?i:!4 -i:' q-.a n i tr.,ot..'li.-. E-ja-'i ]Dete ?ested .., ,'/ia/74 i/JO/7+ iDjre :sicns Inches - Std 6 x 12 Cy!.i . .' ;: ct-en \',1t. Lbs , stSD/O . i9 53 CF >i'- i:n ire!gr: FCF BSSD :r irea Sr l-,c\cs - Sti Cv) 26.27 .-c.11 Tc:a-, loeci Lbs...i q 100 9r_30c i 1ri'pe cf (i) 1 i2), (3)jirac:ire Djag. Cor:e \iert .I Sheer- ':. Solit E t'r I,L-r iI , --J rt It f-.l r i-.-l!;ll i---.J I '.-. i i( t'c-. - th Z1 5Q i,2 t,.q i-.--^-L Errr.d. EfT Q-,;,r-riiorl :';ld i UUL t4 F,c:.-. = :-il:; Rv: !. }I.r. t,^^-^-Teated By:c ' i'lanza'rr ' Saupled lecnngi*.6 ftu oCT 1 874 Road Lrest€"$€sffic'€1033 South F::cntage P.O. 5ox L944 Vai1, ColoraCo 8L657 4O1O HAfiBCB PLACE, COLOFAOO SPIIINGS, CCLOEADS B'E'17 F.Hrgrneerittg 3A3l 596--i 647 F;P'Ji,T Ci: C';JJC}.iTI: F]L-J) TiSTS S CC\"I.T:I'S:iIN Siii:i]GTii iSTIV' i.{;?iiCDS i }'JDICATEI) n'-oL--]-,: iPro j e i'.: SltrlYrn /-.:tt \4;- ,.f E1-^F!a ^.,5^ Dr/-::'u-fu..:p 1! lr' L? wI I ig-.i vv]lr,. ! \-,r l Tine Ivllxed -).- -i ..\-., J 1:trC c i43-66 C l-i 8*e 3 c 23:-53 . Vol . oi Loird i\'*'aier Ce;nen'- Retio GelzlSack- 1^t LJi\D41 | 1'r'r-t| \ qL 4;,:-J- vLr. - _ -ii-ir,l:.rule: -LlA Az/C:t i ,\.-a:=:- ;.cied rg ?jant ;. . Io:. Ceniei.'. Conten: fl-.: I r q,: .1r..rr rc ra +ar r.: =r v:e -e '!'\,f i.c:ie: i;. s fnlled Ccres c t?-64 Tests alDavs Aee - laet ..i.--. j a,..1_n,i :.:^-- ^,i '.L-rv.-'.,o-{zu^1 -cc- <^,1 Ci€.YS u.L, S rc :: i r.r e n irTrr l al.', - 'l '. i l' -')s --- | ,,t/',U/ /I /''-C /7:' i I ;Dj=e::sions inches - Std 6 x i2 C,vl !c+^ Speci::rel ",Vt. Lbs. 3SSD7'C.1903 CF.2t -i I Velgrit FCF BS-q-n -\ L'-2 -\ ii;ea Sq. Jnches - Sli Ci'i 2'd.27 ae.aI ac.4/ Tot:i Lced Lbs..l-0dc00 iii0c0 1ii.pe cf (l) ' (Zi (3i lFrac:ure D j ag . Ccne Vert .I Shear Solit ,E r---lt.. iLir i----1li'_i liL.J [-*f , :-!i:i I i._, jster;t:r - Actuel FSi C39-i5 j82o --:n/ r iroo Te6ted By:G. I.'la:rzari Saopled ,,:.af.Ze:.t Signed By; 1033 South Froutage. P.0. Box 1944 Jr'*n1 1 1974 F.cai -viest \rail, Col-orado 8L557 ioro xaneoR pLAcE. coLoFAgi spnl\3s, coLoBADc €'gJi7 * ocr hffisS.$aEqtrr€ee Soi[ & Foundafion ?icket i{o. V158:r Cu.Tis. Piaced l[$tneef lm$ 3o3t se6-i64? F,i.i'3i'.T CF ila:l:CF.ITE iii:D T:-STS & CC.::'i'r.tSSiYT 3:il::':G::: . ::--/lsil{ I{;THCDS I i'JDi Ci.TID 1-^- n f r. ciure ::rl: fl-ocr slab i-'-l-2 on 2!, ^+a.ir^+i ^* ila^..'.-/- 9J- l-l \, 9,!U:r \J\rli:P job lic Time:9:0C SlurnP lirt \trt- of Fresh Conc. PCF llil.+ Air c 113-66 c 138-63 Vol" oi Load {'e:.:: Ce;r,eni Ratic Gel,/Sack Watar *.Cded i'g Plent ,. !--: -<-:e ) Cenent Cc;-iteni ,'/-.-t1-^-i1' PCY 5 Sac-: :,i. ' '--Specs.Coerse Aggregate:; ilne Aggregate :t /t.tl ^ a+>aaa* Dr:iJed Ccres c 12-61 'TestF at Davs Ae:e ;'I,d.st-nc._ of . Slec: nen lio Edice.ies "est at dave cf-aee. '1 (l.f , -1 Ui-U-'i 1C--, ;, 'il ii /3o/7!'B/',Ai7t t/ Ll t+ ili:t: )i:re rsici:s inches - Std 6 x 12 C'"-i Srd *- L'i t1 't-'7 2 2 "7.99 a-a . r-Y ire:ght FCF BSSD 1.L!.l- i;ea Sq. hches.- Stci Cyl 26.27 2?,-?7 .- a -r',! € Tci:.i ioad Lbs.,'i< )uu 892cc LOTJOA i Tt'pe cf (l) r (2i, t3i Fric:;:e Diac. Ccnd Veri.Sheal ' Scirt. ill- I f-i!r Iijj .' Sre_rlih - ActudI I SI C39-46 2q'l 1 )!v\ aiCC Tc6ted By:L. A. lechncr !,r-r=:irc Fsres8" o ft-ffir€1033 South Frontage P.0. Box 1944 lrailr Coloreao 8L657 <oril naneos pLAcE. coLoFADo spFtNGs. coLoRAoo eogi7 3C3/ 596-?647 O nu ocr 11974 WestRo4cIftF3ricb Soit & Faundatien Eng[neering ;; i'l-,:. :iTz il ir-Lr :lsT! & CCr,ll;.:-S.j.:iT S'i.IiicTi{ '-1 i.S- I'.{ };IIT!;CDS iiiDiC;.TiI) j ,^ ^r i-r ,-. .-. - . It-i--icl e c:: .."i' li 61;. in-, nf I tunrel. i:l-utCi1 li3-Ti.ci,,e: i,re . Vilf 1 ro ur on Con:: i Conc. Cc.Fortc llixclure S3r'.ih Via.'l I SeCOnd l-eVe1 :=:':r ' - Tine lriixed LL: ZC a:r, 9.4,)Cru. rcs . Plececi 38 , .:--,c !::-t!.c.- | t . r,5 r:r i : l;.: L, lcJ-bb VcI . o: Lcri c 138*63 r j':,1 - F'i (:21,.f1 r',a d. " , i\'=i+r ,le r:en'l ielio S. 22l'.;-i..-,.--..' .'":e it !d'- i, Er g .LFA O? /f;!.-...!rr- \-,J -rl' L- Pi>r,: !4,11 Content: if.l: I i Oeie:-,i Ccarse AggieEate lli.e Aggregate PCY 7 / t,ll 'u-J,,'DaCK AJ cil,l:- Ii'., i* \-,. I t lv€ir'-rl ;DriLleci C.-res I '1 r)1,-'l -v-T 4 I:D.:te TesieC : iDi=ensicrs inches -Stci 6xi2 C n:r n'. -n c. r-. -r'ji i l'. c :: e:) ./l., !c c-, -._,u+'/ r'. rv ve' i\"'eichi PCF BSSI, ii;ee Sq. i:-,ches - S'-r i.:'.r j 2't -27 ?ctei Lcac Lbs.., ,uaD u tlv .of Speci r.en 1{osof rl:"pe cf i f;1 7.1;r -6 I (i) Diaq. Sheai \/l la iIe Srl l-/: ; r--1 Li 'I it 1a 78oo lS';er3th - Actuai iSl Qr.;.nr + r,>r-l Li'r--'::k s Tested.__:-_By: G. I'ianzari Saupled By: G. i'tanzari Sigoed BY: ETffis€.&srgr€ee Seit & Foundcfisn F.tnglneeilng O ruoCI rte?4 103;l Scuth Frontage Scad Uest P.o. Box 1944 VaiJ., Coloredo 81557 4O1O HARBOR PLACE, COLOFIAOC SPFI'{GS. COLOAADO 80..17 303,' 596'7647 i.ST l,{ ir'li?riOD5 I liDI Cr:; i5l) Grounc flocr sLab 7^I2 JVrJ j\\ , Conc. Cc" Str-uctuie l.'l rta -.i-aa , -,t aTickei |is, viTbb Cu.Ycs .?iaced246- Tjne I'ilxei lO:Cl a;t Ti:re i::i.;ec LOz i'g j::;.,- Conc:'ete Sluiirr: :,. , C 31-66 Terp. €,ioF, ai:r'l+lt - -'.^r. tr L e - -^o--.letrp. 4j of fresh Conc. PCF Clri1s of !47.4 air Conie:.i Sanple#:i-ab. f.il- a; 3l:66 - c 138-63 -r..9.',:'.; -v f:ne Aggleg;eie PCYtl . leneni Ccrtent t\-: a :.i e Dr:.l] ::Ccres I -'tde-u - no. of a*,datro r'f cn (nar.'i:rcn nln ndicates ies Eoj-7 Dsie lrs:eC /29/74 8/29/74 iDi;e:,:.crs. inches - Sta 6 x l2 C_r'l t' Spec;=c.-: -rft. ibs. =SSD/'C.19{3 Ci 28-q7 \\'eic-it l:CF SSSI 148.1 'l '/.6 i;en t:.: . i;lches - St.i C.;l 7'e.27 2 l-il+000 115000 jT--r.p,: r.: (U (?i (3) lFrec:,;..: Djaq. Cc:ie 1rert.I S,i:ear S:'-it tl!rl l_ILl-i l---lrii L.._i i_, { lS:e:,;:,r - Acrual PSi C39-:5 1,^7')r, I r); Ll:rc:.:'.- Feq'c - i.r: Slec: -;:ef .,2i.;: q a,/-l I I Testecl By: G, i"lanzari trffie€"&.ffitrCee Sqi[ & Foundciien Engineering o F!tg. OCT r 1974 1033 South Frontage Road L'est P.0. Eox 1944 Vail, Colorario 8l-657 40t0 HAREOH PLACE, COLOBADO SPFr'{3S. COLORADO 6rJg17 3031 596"7U7 ;.Ei,CI-.1'i C]: I:::C!.ITE i:':.J) T:STS & Ci:ii!'F:ESSiiTS STii!}:GT:I T *- -r*tiir cc ASTi'{ l''f iTI-iODS I irTDL C.a.TED fob )i<. r C4-f _ _._ .-- Lab. 1 :. 1C4-1-(La7-79d) Conc. Co. Fortc iti-xr.rcture 5iab ground f 1oor.3-C ::-:.::- Tisa l,lir.ai l.i,',/-I Ti'cl:et }io._V1i52 Cu.l'cs.Fiacec cri - Tir.-,e F-i:ii'eC ?:L'-i ai'- c 3i-G6 flnraer-r* r: tT.a-n At,Od i -i 1-v wv -1-i,Jv. e-; J r .r!II Slurrp ? j/L'n C l+3-66 VCI. i\1 :ier lener.'- Ra'.io 'Je;eni Conteni . Ccerse Aggregate i1;re.Aggregate 'FCY , .-: - / tt tt a f 6?-an'n.-6 Srecs, I IlT1: c in-. -'r i Tests. at DaYs Age of Speci nen iir.U6.E Lc +2-64 104-l_ '.lD:ie !esied :D.i:-"s;:r : icn s i.lche s - Sid 6 x i2 C1-l :c c:-. j'a lc 4? a-Feev4I lireic;i PCF :SS.= ii:ea Se. lnc:es -Qfri ttC ,'l Tctal Lcaci Lls. r?i'oe cf|" I i,:a-:r?c ! tr I Diaq. uIlear | "> ,: Ccrre t3) Vert.tl L....-',|Sciit I lS=e:,;th - Actuei iSI c33..i5 q-..r ^. li.:.nvlre.--J,.-v i-:r'.r:.'l:-s Tested By: G. iianaari Sanpled o:.: 0Gli 1 1033 South Frontege P.C. Box 1944 Soi[ & Foundsfia!'s Engineering : -.3i:-i1 r,'!tTfict)S i i;ltlC.'-.TED €.&rcr€ce t974 Road Ltes t Vai1, Colorado 81657 4C10 HARBOF PLACE. COLOFAOO Spnt'ucs, coL.oBADo 80917 ' 3C3l 596'7647 Curing of Sanplefr[ l-qb. -&!-l ]uicist Rc,::., t-,, Ji.-ao - 'v Ji-co c 1.r-3-66 L. ZJ i- ui, . 'ricl .ciLoza ? -c-r,/Truci._ _Ge!../ioaj- _-__ Concrete Te:-,p. . i:r:' fer:rp.Slrn'p_:il|-_l_-' i'.'i- cf FresFGr:c . PC?--!_,LJ._- F-ir Conienil.f-f- --.c i38-63 i \r +.-. i-<-,. 'J--: Fc.:ru lei:9:: by ine Aggregate iliillei Ccres I tSpec:ner i','o.-] t)/29/7 a/zg/'t+ :Di=:rsic::s Ir.ches - Si.i 5 x iZ Cyl :s-q!.,Jl.18 63 C-i 2.6. LL. l"reicn'i i)CF 3SS,;:i 1 ifus: Sq. inc::es - Sic 1C -1 :Tc;=i Lcao Lbs.- I j ji3lie rSSlec ;T1'pe cf i Fr: c:u:-e t]) {2 j D!.aq. Ccr,e- Shea:' /? \ Solit i iS'rergih - Ac'ruat PSi --:-- '.J.) S" \'1i I I Tested By: G. ianza.vl ed Sa4rled By: o S#rri€c'$ iEjicLl' ci: car :.i c:.tT; Iit,,!l jiisTs 5_ c{..}.i Fi.i sSi-,ir s:.F.: }:cT}I RU ocT t 1974 Road l,rlestettsr 9ail & Foundciian Englneeririg 1033 South Frontege P.0. Box 1944 Vai1, Colorado 8L657 . 401OHAHBOR PLAC€,COLOHADO SPFINGS. COLOFADC 60317 3C3l595-7647 F-STirl i\"i:?riODS : :i ITiCATED J.A jcD:i. I OL_t Lab. 1,:. LA4-1-(T,:?:79?) i'- n n - C,-.Porto ili>: Time lvlj>red L: CO_;r- _ - iI.1::, -\*c. 5i2 Trci..ei i.,6. r"ii!:tr Cu.lis .?iacec ZiZ+ Ti:.re Arivej__ jjjq-;l:l bd :.u LOiC ilr:llei Ccres iSpecinen iic. D:ie Tesied ,Dii.ie::sicns iiches -Sio 6xi2Cfi ;S!eci:::en 1i:t. T.bs.46 . Ui) i\"reicnt PCF ?S-c' ests {.Jc- ( 25.09 of Speciuen e i:ea Sq. Inches - Std 24.?7 Total Lcaci Lbs. (!) Diag. Sire e r 1Ti'pe cf lFr: l,.:,'. r-t''----'- ( c't j.: 1 Veri. S o.it i iS'-rer;ih - Acti:ei PSi UJ.:--LI qF,: ^ , {ic., ..:.^nvruL--rvJ tJco icr.rall<s Sampl-ed By: G. iianzeri Sigaed, BY:Tested By: G. Iianzati 8.&rer€ee ' Soil & Fqundatisn Engllreering :Ei'a'.-.T CF {--i::JCF.fTi i:liD :iS?S t Ci.::'r,p'i.!53,i1i Si'.\.i-:':GTli Rlt OCT 1 974 1033 South Frortage Road lJest P.0. Box 1944 Vai1, Colorado 81657 40ro HAffBOR pr-ace, coLoaaDo sPRrNGs. coLoRADo Eog1? 303/ 596-7647 i.3TM lrll?iiOD5 I l'J;TiCATED cier Ccnsiruct'ion , or.'Tcb I'ir- 1O4--i '' Leb. Iio. l-C;r-l--( 7O!-'t:o6) a'.-n^ f-^ Da:^*n l.iirrL,(Jlr('. \-,rL,. - Wl UlJ l':l-6.of Four Ti.cket i,ro. Vf5Z4 . . c 3I-66 Tenp. ?2ctr, Air rrra',:'n tin" EBoor' wt.of Fresh Conc. PCF 144.0 Air Coment c !-? 8-e 3 (a= 1 /1 c,a rt\tol . oi Loaci s!,r-r-, 2lr c 143-66 D::e ).4clCe'l: t/2!/74 oncrete ir,'-iei C.ei:-.eni Rallo. Cel/Sack 'jriate- ncided (9 plarit :. ;ct r'\ - / a-\-,\-r t-/ \r \Cenent Conte;it. ' --Q-'o.^q !' \,. : Deslgr :y lr: jl : i Ccre s_ c 42-41 5 : .. :Last no. o1- DPe rrd i e,a f- e-.:t-ast 'at- S;'ec!;en I{o. 10li-l_- !:te Tesicd /24 /, t,E/28/74 l*:Dr:-,€.rsions inchcs - Std 6 -x i2 Cvl I .-:r'iron rlrf i\c D.(ci),'rr'i lcA? -F. rr'-rt 28.00 l'ergh: PCf ESS:.144.0 irea Sq, Inches * Stci Cyl '25.27 ?P, 2,)t6.1'1 Tcte:. Lcaci Lbs..98500 b7500 r:;pe c,f i!) ' (2) t3) F:a c':u:e Diaq . Cor'e Veri.Sheai Saiit T:I L:J rllli f*-ii_-J r--1tlL_r t--li .l !, I iS'rergth - Actuai FSi C3e-i5 zr,R2 )vYc S:rc..r--:h Fles'c. FSi Spcciiiei €Zg jc00 lCCO F.i ;. ::l< s Tested By: L. A. Lechner Saurpled By: G . :'lanza.rt Sigaed BY: ii€n€s€"$ircd Soi[ & tounclstisn ,[ngineerittg .,1 7,' t'. ,,.' ','I ^^.? . ..74 - fltf uut I rv 1033 Scu:n lroetage itcad l:esc P.0. tsox 1914 Vai.1, Colcrado 81-657 40lS HARBOR PLACE, COLOFADC SPFlliGg. COLOiADO tLr?1; 30,3! 59C-7647 l-.1r1-'.;J-i- tSTt"{ t"jiTFIC}S I 1.,'--)iCATrD der Coneiru,ctian Con ?:nl,ct l:.r Ii'1 q-a q fl'r Vict\r2.-,tL)_ t C.cnc, Cc. Por';c i-::t i ! :-L! Cr: -\ :.Pjaced .',(t :,+ f inie i.:-riua.i l,J: -:O i::_. I Translror r"at i c n air'-- -r-!r \\'r. of F:esh Conc.u -err.j- ./ .j Vcl - o: Loai B/2!/74 /- /-l.t_y _ vyoc !, A].l:Tenp. llf Tirne: f_i.15 a0ur:rg of San,pJeffi Lab. sl-l JI:DO . PCF__Ll_o.j_ i.ir c .ii 8-63 GairlSack .'ja:=r i.iied € ?le.rit Cemer:i Ccnter;i :. ,'c::c .'F a"'- ---z--- . ic .t6 tiacl,: 5.'. F:-,crq Ccar-se ^EgieEete PCY -/!:J.lu_: t1-iir^.1 f---, *;r1.tl.l=; \,,L' g:, u + I - lzi .Dj:.c:s:::.: Iici:es - Sic 6 x i2 C1'l :5Sl/'0.1963 \\:e:.:.:i l'.-l -?::i:' rr.^ nf Qr.oni*cn -.t 8/26/7 I ZO std i.'..c: C.-- l- ^'-r:a -!."--*1,-'?..!v 2? .27 .27 1 T 1'p:' c'i (j) -Ptas.Sneef i1!i ? i !lrtt t"-.-ItlrtI----r' Iiti::.-:--' - i.?uri PSj C33-r:5 :: i: n7] i:. r:-.:.' -l 's/2'5/74 . SZoooi E95oo i ggOco Tested By: L. A. Lechner Snl ii Saupled By: G. !!,anzari Signed F{*e o effi€ o on ocT i-033 South Frontage P.0. Box 1944 I 1974 Roed L:est - SatI & Faundaiian F.trl$rfieettrs r€ee 30?l 595-1U7 (-;i ia l.'CE:i; ilti:] :':STS & COI tI'!i:S,Sirrl S?i.i::C?!-; Vai1, Colorzdo 8L657 4oro HAFBoR pLAcE, coLoFAcc bparlcs. coLofiADc g'.J:i1? -l AST L,i lrllTi-Ict;S i l{ Lri Ci.Tll) jcb Ir- l-04-r - l-ab. li-. ,- to4-t-(76?:7Jl',) |oac. Co. Porlo_i-ij"xle;:r in Siruciui:e SIab groLtnffiT'5'F-TZ:17 'ffi )rric nt- -.:-r. ce::.c:: s iB-C Li"ne. Trrr cil ir:: . Tirne ]riir:eci jruciion Corrran Gif Transpo:'ta'uion Cent.eF 861 D:ie i-1:lr-ec- 8/zt/?u iime: q:oo allcurir:g of sanple:X5 L;b:":! i"'roisr ng.:- . f- -{l_Afi \., 51:5b i _. / \'i u: J!' o_uoncrere 1e:xp. c4-JF, lir renp. 55oF llciter lJo. V1102 Cu " 9Cs. Piaced 12O+ Tii-.ie Arive.j i,: :.0 a:r Concrete Terp. b4"F. Air Ter.n- fr5"F Slunp_-f___ Si:. cf F;esh Conc. PCI*__ lA!,:___ Air Coi.:er,l.--).5;*;i.-. ci38-63 CZ3:-,ZC i.:3-66 .v-cl ..:iLoaci U _, .=!/Trutl. il.ij--: li.:.:,S-cr-q ,Drilled Cires f\ /..,- c a lDete TgsiaC std ,s;.eci::e:r i"'i. j"bs. Slili',i-19e3 cr_l 2?.g*0_.?L t1'.ro i r".rt Tii'i 9l(r;fr.;-srri i \J.i I 2 ii:ee S:. i:.ci:es - S':c Ci': ;t.?7 | Zg.,?? iTct.3j lraci Lbs.. ,^a,e.ar t /ln*.* a ni ' 11.,trc 'nf Qra inen iir 1Ti'pe ci i!) {.';) (-1} i t-:iir.:c:'c:,-t Diaq. Ccie Ver'r-, i ! ]i I Sieel Sc;it I H iq.t.-.-l-, - ll-r-::i f (i i-? .j- -a IlvgEr..--!uur;!1.11501 ::rer.g:1:i::c-q'r- i'Si Sl'-..--riei o26 i ffOCl i.ir::::i:r; Tested By:L. A. iechner Saopled G. i,fanzari Signed !! ti,'i 1033 Sou'"h Frontage P.O. Eox 1944 OCT 1 1974 Roed 'rJes t RU it & Fo$ndatien Engineering Vail, Colorado 81657 4OtO HAFtsOFl FLACE. CCLOBAOO Spnlr.rCS. COLQFADC 603:? 3031 596-7647 :i:'i.::'iGTH:'li:.::--- :r:--:i ::l?S ; C,''.i'::lSS.j'.r i-.STl,{ :,liiiICDS. I::}l C,r;TiD on Cc !i:r r'i a .'+ -ai l- Trarrs crtaticn Center iX*"ef f Cf n rlgn I ' =Q$:Qs::?5-!) Tjme l'..iixe: I:J0 ps Jine Arriu+:* ?:;;O p:i. t.i -q-lwEiFtr-aa. , iLt.ce:io;: ci ': c.u: :; Structi:re: -.I Line betvreen 2i-24 !-i:rr.-:- l\:. :.'t 2 jici:er ijc - n!49t Cu.Yc-s . Piacei L2 Da:e l,folca ! e/2O/74 SJur-np_ i riramr' !lnOf a:l f -o<n { _:rrq ^FCi 11j.5 L:r Conier.i 2.9 C:3E*6J \tcl , c: Loaci !-^"/ i. ',2 . -=i 'lc '' n"'v?.,.!uL-\ is.3-'\) Lr' \J ! .See cs . )iiiled Cc;es c 4?-t,a C no ^i t: a:r l.ln jD:re Tes.ed lt:=e:sicns ;rches I - Sti 6 :.. i2 C-vl 'C.^.,..irnarr -.: lLc !.SSD.."i:.1933 Ci ;1\:etqht PCr !,!S.l' l:.r.e\ / ),ll i,cgre'ie:e FCY T.AETCFATE Tests at Davs Age T a^+. *^ - !c1D t IIV .at d-at's of'-,: *^-i ^Ii]L.{I-UAUYD Ur'D L,i----:-*' -*-i - ^^- i 754-7 i 765 1j JLU J r. (l /'-c . 145. ?9OO .i*ret?;- r.cdeC ri i 1c-c;-i llnr.:=:'- ;i-aIl IUI PCY n f Qnon i rc.arr Trin t6 .27 t]i'pe of i- I i i: c:ure ! ir / Si':ee:' { }'l {3) i,'ert. )DJ ]I I iS'.:elgth -.rciuaI FSi C33-i5 a r-l:r ^: h q---tA l.cl Spec::ied ,AZg I SacJ, S,f Tested e e}:t ei'r cr ure nar (y to o *trte ftrr. ocT 1 1974 1033 South Froetage Road West P.O- Box 19d4 Vai1, Colcredo 81657 aoro Haeeon PLAcE..coLoRADo sPFlNGs. coLonaoo 8@17 3&l 596'7647 - Soi[ & Fourndutior, ,Engineering ilPclit cF catrdciiiT: ::t:-D TisTs & cot.i!'i.issi'T sTfi.EI.:GT!'l ;.Si},4 }.,!'TF;C!S i:iDiCATED Jcb lit l0!-1 _-_r _ ilr^ipr- rT'i-,rck :\c,-5It,,- licxei l*'o-flf40.1_Cu.lis. Piaced Z:r,. ?ii:ie A-juel i I : 16 . Concrei,e Tbrp. 7Z:T, G 3t-66,!r', air. Te'-p. ?60r ,aSlus,l____St__1.:r- of i:'esh Ccnc. PCF l-+t.O i,:r Contei: a-: :' . lio]- oi Lc.ad 7 . c:v./Truci: , - Gel/Load-- -- _--....1_+-.. r'{"a:e! le :,en! P.eiio G * iz"Sl clr Tine:--!|g! Curirs of Sa::.ple:Tx'Lab. &l l.icrs; F.ccr .:=' -. !3l-66 Ce::ieni Conte::: e Aggregete Pozziiith' ..1u1-t:--:--=. frj/ fi 'T);i I l c':\J-* r '; + iStec:i:eii:{o. 1D::iel s i:,r. s inches - Sic 5 x 12 Cr'I std G;;.=r, i'.'i, I-b=. '\\;eicii fCI FSS:) i;:ea Ss. l:ic5es - Sti ir) Veii. Tested By: G. .I{anzari :qrL:i Sanpleii G. i{anzari Signed :-'--- o RU ocr 11974 --' :: : " Soi[ & Faundaiian Engineeri*g l:i'',ihi CF '.la ljCr.i.i= !,i--D ':fSTS & CC'\/,PF.ESSi"q STF.I]':CT:{ FSTi'r{ :U,iETHCDS ! ITD:C,I.TED 1033 Scuth Frontage RoaC u-est P.O. tsox l-944 Vai1, Colorado 81657 4OlO HAFBOR PLACE, COLOBADO SPRIr\rGS, COLOFADO €OSl7 303i 59&7647 der Coneiruction Con Jcb !{c.. Lab. i'li. : LC4-r-(77L'J.:.;i ','-:J Pn r.'f n l,ii rrt. i Lc,ce'..:i;, oi Fo-F!! ; - . , - t-I irl-ne t 4 L/)'- c 1/ ). i /^. lr'i-i.lar: -r,C. ' OOU -! l CKet - i D=ie t::c'\cei: :-: - 6 / 2A /7 4 !ime; 1O : J0! .,G3i-6..' i Concrete Terp. c,o -b , ;i-r r uerap. S,3 lJt. of i:esh Conc. FCI 14z.ij C Lr:3 -66 C i38;63 a c 231-6: Vcl. of T oac c;;./Tru:1", I Gel./i:.ad --- .i:e.'? i i.cdec ig Pla:t -:-:T-- oe=eni Corie r:t '-- 'PCYaz/Ct -. Sse cs . Diill ea Cores iSie:i*en !{o.I nt,-'1 lDete ?ested !.-;D::.=-:.siens :::ches - S'.i 6 x .i2 Cyi ri:ea Sq. irches - gic C-.r1 Le.2? l Gal.:'Sack 'i -. L, . Ccerse iEg:'egate -" f- i Speci-nen ."'io, C+rl c+ d r .:- -\ PY Lr , (1) Tl|.-r. Siiea;- \Ll fle.'r. a i109000 i Sr.,:i !S::e:;'"h - Arti:aI :-'Si C39-45 r::'i.-ir.s Supt. inforr.-eC cf s-tutxp. Tested By: L. A. Lechne:: €.frlaree{ce Soi[ & Fotndeficn Engineering flrL oCT 1 1974 Roa<i l:estiC33 South Frontage P.O. Box i944 Vai1, Colcrado 8L657 4010 HAAEOR PLACE, COLOfiAOC SPRINGS, COLOFAC,Ci 83917 303t 5gF-7U7 i.Sll'/i l"1llriCDi I )rllrlCATED ;- . . I :1,'1 11g r 12 - b 1/ t.ara1'r'ruai i\O. OOa 't' Vail lrans:o:ta-ui on Cen'u6 !ici:e; iic. tit4.5Z Cu.Yds . PiaceC f J5+ ;i:; r .: i.^,;.ri ^ . E ".. -.=.'" ^' ' " "'--g-t'JJ -'-'g--1*i..-; ,.l:=, ''.r1.ri.iiv=J i.Lr', 4: Conc, Cc. Date lr4ojie e.:, :8 /2C/? 4 Concrete Qlrr-n 2-1tl-,-."-'___3___c 1i,.3-66 voi. Ccrc- PCF ll'f)-q r..:r c !:8-63 l-'rci s i .: 11J, - i- .&*r-i': -St ^";-r of F:esh cI l,oad c-;,)tru;i: . .' i i\'ate: Ce:l,e::i. ?atio h; vozzl rLEn . i Air*:-t::r.:*: iS; ;-:3 ! /)cC{',i'etal i.cd"d tg: ?]ar' ,. lc: ,^o-,c:-.t i-nr,ia r'tgcrl . -f:-./ i;.;;;".,. - -S:ecs. iSpecii:ien iio. n1 c I I n/, -'l lD:te Te-"'.-ec :Di:ie::sic,cs ii;hes I C-5^ir:arr '11,i-: ;\c i\veighr FCF FiS;! ll'ee Sq. inches - Sic C.,i Cciise A;grege 'ie Tgsts at,Pav's 4ee - lAsi- no.oi- Speci l:en iio indicates.test -S:ci 6x12 r-, l r i std ;ue.gi 140. 00 z-)1 i. Ot3l -C<: O !D S . 2i,.27 1T1pe of : .,r:': c;ure I \rl Diag. Snear Ccne iS:er:th - Acruei tSi C3:'-..5iv! !..Ye.. :;.i::i3rks Te6te,d By: L, A, Lechner S ci:t ?872 Signed trlcfi€s8.*ffitr€ Scil & Faundation Engineering e€ RII (}CT 1 1974 West1C33 South Frontage RoaC P.0. Box 1944 \tail, Coloredo 81657 4oio HAFtBoF plece. boloneoo spnrrucs. coLoFtADo e:Er7 3031 596-7647 FsTt.'i t.-lETitODS I i.ljiiC;.TED Tl;na !'iired ?:56 i::. -: lTr',rci: l'::.*g.!Q_,_.--..--.* 'il'cket iio.]/1450__ C:u .Yds. Fi.aced 5* _ ' Time: 4:00 pnCuring cf Sar,ple SJuinp Jrt Concre?e Tenp. C 3l-6ti ";nOB hi_a rila,.,r-n. fi,OfI \./ J t J:1I ;gJ:W. \i(-/l r. \tri- of Fresh Corc. PCf_14t2_ c !:{E*.53 \,'ol. " c: io.ad -,1 Cel,/ioad c 143-66 il'aier C; l,en'. Ratic Galzl5ack '.*.iatei i.ddec,g Plan^l ,._--_lo: S:..c 0- -' I : i,-' 1! Adn:-x:,-:=: -rJt Oz/Cy I Cer,=rt Cc:-;telit t*""lCY. i,_' 11 :a"-l' i L;; jl ,.\;cJ. j.i:-v l,': ": -S:ecs. i Corrru Ascreceie PCY ' i 1--'--fecs. i Lo3lse Aqqreqelg :-L Y .-----| '- -| ?. i- ".: }esign r-; I iine Acereqate ?CY| -, 4,.; "-"I i/ !:" Ailff e.Car,€ - Std 5 x i2 C;-l ;;E<1,1 T,:a.l /-;,..- tr t'/ v.rJvv \./: std A I a '1t Si.i Frl it rrrl:*i3 S:- r: .^ r { i ,:d . .-\ ..} ,,r,1-. .h-:ai- +^ ,..-1-^wai::- ! U(,i('v jI l,U j::clt-v !r".i-'--!:i:l Tested Ey: G. ltanzari Satpled By: i.Lech::Signed BY: o effiC a{l ocT 1 1974 Road h'ests(ii'e Seit & Foundatieri f.rngf neeilns ErsBta 1033 Scuth Frontage P.0. 6ox 1944 \rail: Coloredo 81657 401O HAF60R PLACE. COLORADC SPc|tiGS. COLOCADC 8,9917 303/ 596-7647 r;.;'C;T Ci CC: jC:.tT; i:ilD ::STS i C.ll'r.Pi:iSSi\T S:';i:l'l3T- iSTi,{ ].-{ET}iODS ] iI DICATSD 3U-C-uaO11 conI in Si:'u; /!, Trcket iio.V145? job lic l-04-i _- Lab. I:. r.04-l-(7t1-I)?," I \r.rtiff,t i.:-c'ce';ior ci i c".:r i r..ine, L )/+-4 Cu.Ycs . PlaceC 274 iime i-rrive c 2i CC :i: '/anl ?ran epc r'"arroii Daie l,{ctce t -_'EIXlf}}oi Sar.r;leiili Leb. &if i.{oist i.c:-rT 3t:€'6 -Tlvnr,. .Ia="-n ^t'QnrvjllJa L,- r cf Fresh Conc.Ai.r Conie:.i +.O c ?.3i-a? PCr ' '._,, .J --J - O O VcI . o{ Lo:ci l L y,'/ :I rjv.fr t-/ I.i 5- OJ ii'.:ii .-ler e:,i Rat!.o Gal/Sacl;'i,,Ieiei i.cicjeci ig Pje::t ,. I Ic:I I ! t tjrr- () bacti :. .' Dnaai '1 i * 1.r '.;-f -:-,.--.. ':.'!,': \- r . | ;'i a. (,: .i. = iGal)Cener.i Ccr.,ten'. ?Cll -.Specs Ccarse. AgEregate PCY Des:E:r i:ry f ine ;screse !e,./hil AFhrdsat , ]ril.i eci Ccre s !I' no. of Sneciuen lio i(-,cl]^i:-.ar, :.r^rv! v !.;.rer. .rv r l-O1.,.- Dete Tes;eci - iDi--.,ensio*s l;ches i -Sid 6y.i? C t:2-t'4 f-io:',e 1CiC00 :::-Jl U. JYOJ r'.;ea Sq. i:icles - jTctal Lcaci Tbs.- I llrrl - j - /.i i c^l i- 1T;pe of {f ):* ^..J'a|.i Sileai f---1ii i l----.1itlttl l_:- Ii. l !;c:e:gih - Aciuai iSl 3 :e'-l trnr ^t h 1,.r. r; iCT i.c=:;l<s i {i Teeted By: G. i'lanzari ed Saopled G. i'ianzai'i Slgned BY: (+t*c Sai[ & Foundcticn F'Ellgtri€eilIis o e-ffig'ff tEi'C:.1'4,:F a-lci:iC:-:aT; r:i-:-):aSTS ! Ciil..'.I'I.ES5!r|i S:i'::.-3Tli O R11 ocT 1 1s?4 1033 South FroltaEe Load llest P.0. ilox L944 Vaij-, Colorado 8L657 401O HAREOF PLACE, CCLO;AOO SPFINGS, COLORADO 8C317 303/ 596.7647 ASil{ Ii'lE?iicDS IltllCi.TgD t.- . . 'lici;et l.ro.- Vl-,::l+J Cu -Yis . P!aceci lob I.c lO.ar-l- ' '!,r(Jrl(r. LrV r T:ne.,'rrlxeci -i - ^ ,'. -.1. . ^.1 of Sanple PCt l-i:L.it F.ir Co:'.ieni Cur!ng ?:\ i f*'l 5.!:-CC. : C 31-65 Conc:.ete Terp. 65or. -{ir Ter::p. SloFSlurno 1:, \{.'i. oi i:eslGc. c lr.3-66 VoI . o: Loed c 13.8-53 . C! / 'iitlC{- 1- Ga],,/ioaC - 2r!-e2 I ;liat?r .:.oded € Pia;-:; Ce;rgni C.oriterrt , r-Pr !r:aL _i--7 \\- e ir ?CY o Sa Coarse Aggregate :- r-. Y I F.= e i^r l*r I i:r:e iccreoate FCY/i:" i).;'rr'e.Tai-- C;res Speciiren Iio.1o4-t IiD"te Te sicd ,DiEe:s:a,-,s inches -Std Gxi2Cyl SSSDz'i.l9S3 CF ;\\rc ir ht lilE EfSal i..',:ea Sq. i::ches - S"ti C'r] 7e-2? Icls"r L:e o Lbs. Tests at Davs Aee -r 71^'! ,^ 2 AC :-Ac:: i'l i-r;ri I| - ^.,aI z t*v t'ii ^J-of Specrrrenno. of .l_ ! Ft; r-r: ' .;r (1) Diag. S,-reer \Lj i1 \i----'rt,litl.-JS:i it i lSten;:.i - .4,ctuai PSI C39-i5 S:rei.s:;-, Feq'i. PEi Spr,clf !ed , i€ 113i ( 5 "/, at.J'TJ. l t-) 1za/'/8/25/74 9ii40c i gzooc Tested By: G. l.ianzari Sanpled By: G. !,la:tzar; Signed BY: o fttt 1033 Soath Frontage P.O. Box 1944 Vai1, Co!.orado 81557 4OIO HABBOF PLACE. COLOflADO SPRIIiGS. COLOFADO 63917 3031596-7647 ocT 11974 Road I'es t€.&*rce€ee Soi[ & Foundcfian Engirreering lEi-4,:.T CF Ci'.','CF.aT; il!:li TiSTS 5 C{ll{PErl55'!1,1i J. - l-: :'.-\-- i :- i"STIi{ }f iTFIODE I ii lT CATEI) J.A rcl Constr.uci; cn 0 u_nc_ r J-o Trct',et ' 1.94-r:-( 71i.7?i.) i t'ln- ^ fln Urrra* n i.fi .zI \rer.e. vv. t5Lt,]! eU t.l r_\ __ - Ii:rs ii!c.lde t, .-&/tg /? + \,cl . of Load iife:er Cer,',e:i Raiio Ga1r",s6gq ]Va,ler Adied /g piar-l ,. - :;: t L \r.ru.:-r-.. r"L I LC ]-.::::: ij:€ : ---l- ti.a\ - / .-',rv 4/ vt I !i\--.';- L--ljrEi 1-L-r i/ )/F.ine AggreEate ' :- Lr I liilled Cc.res C t+?-€-,1 sLst 1., .... ,s':at. Days Age - l -.14-.1'1 7r1C 114J'vv4!vrl j.lc n0"e Slec:;:len I{o. 104-I-??- D:te ?esteC j/"6/7t 8/26/?Ll ;Dl:,:asj.oas i;:ihes - Stq 6 x i2 Cvl ! :ec::ieir Wt. Lbs . :ESf z'0.19 63 CF /(t -9 l .'i ) ^ at,;1 \\'e:ght PCF ;'SSD 'l I iirea 8q. Incnes - Stci C.;i 28.2.7 lct3i L"6c LgS .07000 iol'riooo 1i;-pe of {li {7'i (3) ilrl c:u;e Dieg . Cci,= i,e:-i.I Si-''e er S ni it f--u l----ii'r It-L ; f_l!l L-__, i--iiii'.1::: I lS';e.-Etir - A:ruai PSi C33-a5 )'1o>tolJ ,000 j000 ?ina:'lls Tested By: G. I'{anzarj-Sampled By:G. ila.nzag.i SiPed BY: o 1rsl4 lrest flu 007 Road€.$esmcr€ee '-Soi[ & Feundstisn Engineerir,g 1033 South Frontage P.o. Box 1944 Vail, Colorado 81657 loro xeaeon plicE, cor-onnco ipnrrucs. coLoFADc 6',,:7 303159P^76l7 .i . A . Ilyder Construction Co . lour :,n Srructure txterior colunas 27 -26 on I toi: lc 104-r I rac. t:-. -f04--J:(?-tr:7tof ' . Tjne lv:jxec 1:]4 pm .-5t, Tjne p-l:1'si-Z::o-;;--8f,6 licker 5;o. v1422 Cu.1is.Fiaced ,i D:re i,ic-tcea-,i. 8/16/74 Tlme: ]:J5 p& Cu*ng of Sar,plesil L?b.^&!-f !y'oist i:cci:r ffi -r,ii-o6- Oz/Ct , ,]e:::e::i Co::tent Ccaise Ac :-L- : tJ-€A :Di:::::.i,,:i; iiches - Sid 6 x i? Cvi J ;.::e= S: . rrclies - S:.j:- Tests at Days Agelndicates test at 104-r 715-7 | 716-7 std std. 28.40 28.2? t44.?.r-44.0 28,??28.22 66200 T5ooa \iori ?t4t to)1 I i ,:nnn - La'st no. of -Specimen sof r\-:i:- - j ' - ia:!r;l I tsi (I) tz'i Tl'f ;rr. flr:r-. a - -v:, . Sl-''e er E F.c r- .' rl I Tested I Sigrred 91-G. Maazari Sri it ]ooo juoo o RtI oCT t ts7' L033 Scuth Frcaiage lioad llest P.0. Sox 1944 Vai1, Coloredo 8L657 40lO HAR6OF PLACE, COLO'TADO SPethGS, COLOFADO btE 1? 303/ 596-7647 :.jai-iT; i:i-*,' T:tTS 5 Ci-,l.iPi.l!ii',T S::i::'::T--: l.slr'l r,1;ti;cls t;iD:C,:.TEI) €.**tter€'ee oii l[ FsundcfiEa F.t'$gineertfig il.,l'l-;: Ci: ia der Cosstruction Co. atilrrr ioc ]ic 104-1 Lab. t; _. . - ioE:r-T?oFtI[] Ccnc. co--T;;;;- -2/3-t6 A-Bz I L5 ilt't9 B-c- i!:-r::!: li r. -8Or Ticker. 1:.. VI42I . i:i:ie !.:ixe,j 10:28 an -_,_56/56 T.ir,e ;::i;:d ro:45 an Time: II:JO an Air Tenp.: 8O"F C.31-6'.rConc. Tenp.: 72"F Siun.D ft7n \^Jt. of i:esh Conc.PCU!Z-"a__ Ait c i35-s3 5a!T,Dlgt(. l-:3. G: I - -\_. JJ:GD Cci'.ei.:_31_?1. ____ ' :_. 4J.:.- OiC lr: i -66 irol . of LcaC iVete: i-er.E:.: Iaiic ot/cY -Sr.ecs Drilie: Cc:r,s :l:te Testcd :l:::.r::s:c.:,t ;:--ches - S'.d 6 s rZ Cyi 26'50 !\!'ei.c:,i i:C-r :3S:) ',4'ets:.l.sieai€?l:r; , i.-= r')r: r-.or.; ;^arrio*':-'-i Cc:ise AEE;egate iine igglegai:e 6 t'--s-t '' It Tests at, Days Age - La'st ladiqqlgs tq6t,a!_C4XF_ e rTt'pe c f (i)t41 Djag. S:reai- ?Sl Srcc!:' ecl 6 26 Tested By: G. lla.nzari 7LO-7 a't -t --: t' 8/23/?4 8/?t/74 A std 1 26.)4 )i\ ,n i145.4 144.4 28.2?28.27 lC.Lf i r()7OOO t?84 !, qco 'f./ / ) 1' UU I lra c: -:'ti ..lr: .1 S.Jj it t--_-:ttL-l ;'---1 ii Satrpled G . !4an zari Sigaed h++-*s €" O oI ocr 1 €74 1033 South frontage Road L'est P.O. Box 1944 Vai1, Colorado 81657 ioro cacson FrAcE. coLofiADo sperncs. coLoFADg ggei? 3ll€.l 596'7647 i.i.iCi.: Of f :,:.'Ci;'TI :ii:-) TiSTS 5 CO\{ir.lS:.; T STi:}:GT- Soit & tounrirtlcn . EngineerinE isitl l.5aTHcD,,c IitllCATED ro4+:mt_zo6j . Ti-,.4 t'; i\'.-i t't n/'' 3::i(s ti - t; '= : --!:-j3:9-.W-_ -. Cu.Yas. Piacec 52/50+ iine iir:;ei 8:o5 en Ccr:c. Cc. Porto Hix :a Siructure Srab 4t floor 15 2/1-ro A-B; D:te Licl:ii:,",-.11 8/to/Zt+ iime: 9:]o an c 3l-€6Air Tenp.: ?O"F Conc. Tenp.: 66oF Gel/'Sa cs Qnc -c li:liei Cc;rs L- r.C-C,.' Qret.:=e-'_r. .ll::,e::si.'rs :::ches - S'.cl 6 x i2 Cyi :Si:l:::e,.'11. Lbs. !'SiDz"f .l963 Cl i.:--ee $c. -:'.;ires - S:c C;'i 2'i.27 |irie AgEregete fi of 6PeC].men std {t) T\.r - - Sheai-Sriit S;;arc,.;'iei g 2g ! I44.9 lOltOOO 956@ 34r7 iJ, i.iert.fi;l I _* r-jllLi r---.;;il_r Tested By: G. gairza:^i Saupled By: ,.,. Manzari Sigled €.$u*ffi€r€ee Sci[ & Foundafion Engineering i.:;,cir o;' cc:.:Citri ::ii-i rr:rrS 6 ccr..'rtirrssi',.T sri.:):cr1: Ru OCT I 1974 1033 South F:ontage Roed -i'est P.O. Bsx 7944 \rai1, Colorado 81657 4O1O HARBOR PLACE. COLORADO SPAIITGS. COLOFADO 8@17 3031 5s6.7647 -'-1 ASTI,! IJ:TFICIS ii"DiCATtD :ti1::: gi I ;e 7 r.l rai !c, f-tl { L!- i Lab" 1i;. * iC)l_-l - _ l-C+-l -(c97:7!;+iTr-fr-; ,- i.i:r in Siructure Trcket Nc._ V1401 Cu.l-is. Piacei i /-^-- f .-- Env.:-n I'i rr ^a | !/\rrrv. \J'J. ! (.,,I r, \-, j.-j-,.! Time I'ib:ei. 12 .l l;:i€ r_rTri'€ a at 1l E!:l,'lo. ot:0: !a5. .,.' ; J.l: b O 14c: !t Slunp 2+" (- -'-i J-O O \rbl. cf I oaci 6 \tri. cf i:esh Conc. PCF f4+.9 Air c i38-83 Cc:-.-,e::t v_! // .lI L'v.r a--', la ^-:L)'=:.r :-:\-r: - J 2;r-63 \\':te;- Ce:: e:;:, Reiic ozlcY Seecs Design b-v ;Drji.l ed Ccies c 42-64 iSPec:nen -r:4.r04-r-- .jDi::rensiors jrches - Sicl 6 x i2 C'v-l BSFD/C.1963 CF feight FCa 3SS:' Ccei-se Agg:eq:e'.e :: i.E I r-l+,i ; ct^/\J L, L,I. iud-li Gal /Sa ck ,^c:-eri.1n:..*-=-.1 i'1 11,L 1 I.'" t.. i: tl rl r----J i :-r| .- |r il I| ..i;T1'pe of I Fra c:u re i {!} I (2) Djag " Ccne Sheei /'r r S ol i.t t---tlrtL_i r--t i.:!I I iS-ength - A:.tuai lS! C39-.- 5 -- |OI:../t\ lo.oo , lt'.+v A-:ee Sq. i:.c!:es - Std C'.'i 28.27 i^t-| 2a.2? | 28.27 6200C I i-o5oOo Sanpled BY:G. i.ianzari SigaedTested By: L. A. Lechnez' Scil & Foundctisn Frrftgrneertns ii!'ir'-i (;l Ci,l:Ci.iT; i::ilj l:SiS : C,-,1:-l'i.!Sr..i': Rtl OCT 1 1974 1033 Scuth F:'cnt:ge Rr,rad Lresc P.O. Bc>: L944 Vail , CcloraCo 81657 4O'IO HAF.EOB PLACE. COLOBAOC SP'iINGS. COLOFADO 8O917 3A3l W6-7617 o il#*€s€"s.ffir€ t-.-tT l',ii lr{i?iIO)S i i{ii C.r.:!Ii ir.'ri=:r f- tiaiL T::a::s,-;Lrr'-rr f "vl- -!r.p*'" ' iL:-cc:::'. ,-i lEi_ji Siruciure! lc-:i. i !at'. !-":: . i Conc. Cc. :c:';c' --.iir- Tina lliixed 7245 Nl_-- l.'c._ V]187 Cu.Yis .?iaced 2L: T::i: i-nived_-_.0:JQ*ag.: . G 3l-0t -r^r-ci- c- ;:-.r:r:l n ,'-A'T ,'r -i rr- v* rJ. \/ .,, r t l1-:- I Teirp. 6?oF cJ iresh Co::c. PCI _!!'2rJ.-.-___- C ir.tr-S3 ',tcl . ciIoad C 231-eZ Gai-,'loai - L, l-:-i-CO -^,\'ii.'r :- e:- E:.i Rati.c GallSac< Fozzili in 1.:r- j..-. -. - -':l.1u 1,,.:.-'- -.-.. _:. .'+..1 .',feter ;ciced rE' Pia:r'i ,. lci S:'^t 10 _- ,Je=ei.t Cor.teril Jcarse F.gg;ega;-e -'\:i ! ! od (-: .r- c Igg.ts at Dave AEe - Id.$i nc.i:rciica.ies 'i;es'c ai cie.,",'s or of.: opec1uen 2tiF i'lo Dste les:.:i I ! /zz/t t'E/22/? !:. it Di::ais:::,.-.s iiches - Std 6 x i? Crrl I .4. (v ?:, to ;\";erg5:.iCF tSS.l - Stc C','i 28'.?7 lTrte .: i-:,; r. ibs ... !:.\Pg L;: I i:: ci c r.l t I iS'Je::e'.,'r - .\ctiial PSl C39*:5 irotcco ;.i";2fi o00 l Tfi;rrr S::e a r 12t Cc'i e i1\ \Ilr rt r-'lii:i:__^' i-til ft Tested By: ,-,. iL. Lechne: S;rlrt Sanpled G. i';anze:i.SigoedBy: Rr.t 1033 Scuth Frontage P.0. Box 1944 vai1, Colcrado 81657 40r O HAFeOF PLACE, COLOFTADO SPFi 'JGS. COLOaaDO 83; i; 303/ 596-7647 oCT 1 t974 Road l{es t€.&rcr€ee Soil & Foundction Engineering '-J..{tr.t'CIiT Ci COr{!.li ;-SIr_5jC:..:ii.ESS,i',!E S'i'iiFl:G:ili iST!'.1 irf iTliOls :;r'DI C.I?ED T^1- 1.1.j oD _\ ( 1 i)4-:l i iab. Iic. tot -l-J5il;-(;.9_Q) Col-Lrnns ,r.i.n+ h.r.irari l--.,,1 y\-.,: --==-:5=-v"'ito. t.ri q?r' Cu.Yls. Piacei 15 ?:ne lirrited l: ;O r::: !I6e: 2:20 pr Cur:::c c.l Sanple-S leb. &i-' I,icisi i::.:.:. -t, 3l:66 ":-c 3l-66 Vcl. cf Load B ' of i:esh Conc. FCF r+I.9 '/r.rr ir\,r.iEr:i. +.\r a L:a!/.i-Qnc c iii6-53 -S:'ecs. 'liraier .i.iiei r.g Plant , Coerse Aggregate i:i:e Aggregale iGali T.t=c ian 'nrr :F.rriJJIl.ll9C L'Cre S iii-pe of ! Pr: .li '.;l"----'' It Tests at Days Aqg..i -;; ^^!^^ +^^+ --tasta.i davs Speci nenof ge. lSpecinen ii'o.r-04-1-686-? i.f rt Tc c:r:d jDi:ielsions iiches I -Std Sxj2CyI sid :q-r F.:-.1=n iLr : trc :v:? e v-.r{e..SSSD/!.1963 Ci \tjeight FCf 3:f.:) Tct=r Load (1) r, {2) T)i;rcl fln:',a .-\ne ar /? t 'rre ri , I lSt;e:rgth - A.:iuai isI c39-e 6 ii'*a:ks B/2!/74 E/28z!/74 1a_r /...n ^- ,/'..l.Yv t 1/.1>L 5?2Oo l. 57200 i gze Tested By: i. A. iechner ftu 1Cl3 Scuih Frccia ge P.o. Box 1944 fr u"', ()cT 1 1974 Roari lles i8.fta*grue{ee 5oi[ & Fquncictics Engineeting liaiL, Colora<io 8165i 40i0 HARECF PLACE, COLOFADC SPRrr3S. C&LOF.A';: E.f,:;7 l5Tl4 l.{fiFiG}S IirlliiiTED i'- ^-- - - -, I J. A.Cer Coneirnciicn ilc c.-L.a !r'ans or';a.tl-on fnn I'ir --if)l,--' L:b. i. -.. l(ji.,.-l -(:J::.: --)- Ccnc. Cc.. i"_c:'ic ; -j;: ----_ _ j jme ii/-l>:ta . \-':-'. E/tt'/'i Lr Ti:ne: lL:2.C of Sar,ple:-?ti]-iJ. 4. -' t--:F'u i c! -i.., !l l: It w Concz.ere';enp. Slu;:l t" i{3-65 c 3l-66+?n u? r, -:. -/\., J. {!I-! \AT: rr,aran zqOT'. cf lresh Conc.s.\:r il- \-,'I Al!4. 1 ' '.J .l.i 5-CJ .,. vc!.'I n: ri a--'. /1 ^-J\-_Cll:.!re- '-r{.=. : - ,-* :- c*i i. i i!v--' v\' iPozziLiih iAc: -:: *:=:. i5i 'l Gal,/Sa c]l Ce;ieni Cc:-.is:'': tt-:, it no. of Si:e c:'.'- en L -il-c+ :r_04-i- lT\a. c -:. c:nri lDr:.::.:is:,s irches - Stci 6 x l? Ciri I :SlE.:. : -:' g:,'r i-,.. :-5s . llS !ir'O . 1-o 63 C F \.{e::,"ri !'L. i r!1.'f. --l i_-LL. i,'r:e,:, S.i-. l:'ctes - Std C'ri Zt.Z7 .'tl.) -. .q+d ?'/, '1 | -: i'* ;. i i l-llt_ lFra':; ":e Diag.i Q..a:r \Li t^ ^:_..-r 'r Ir: ri Selir r-.liiL-J I !S';e::i5 - Actual i'S! C39-c5 010c0 | 100000 Byr 1 ' " -'1-Tested By: r,. A. i,echner Saupled BY: G. I'iauzar: Signed Rtl ocT 1€74 $si[ & FounCction 1033. South Frott6ge iioaC iiest P.O. Eox 1944 Vailn Colorario 81657 4c1o HAFEoFI placi, cotoRngo spfir,rcs, cLLc!-rAic ii'r;'r7 Ergirteering 3c3/ se(i.7ri47 iLi,'{:]ir.T crF il(,tj{l:.rT; F:t-jj 'j: ITS 6 cc'.:ir::tss.i1'!l s::,1. 1:GTjJ l3Tl'{ ii'!f l;;OD:. i i'li-r;C;.':!} Vai l- Trans cr",a.ti-on Ceil Job l-r-i, _ I O4- r -.rab. li:.. iCl=1.=i(,]:-il:,) -rire-to ii.'-cc'.::;: c: t.-,ur ir ii:'ucture i l-n l.:-ne; 2n<i f 1oo:' sr a Ccnc , Co. Fo.rio l..i :r -C Line.i::':1e i!t!):€: i i.!.. e:.- iT:-rrcr: :r;, 5f - _ Tlcket i,,ro.-:dl_15-l_-*_-- Cu .]cs . piacec ; i ?i;re Arrivei :: : rC -ai . u -<l-bb(lnnnr.r.fe Toz:l-' At,c- '- ' ^Or.4, Aar '1 enb. bu -[' ( l, r r. - 2 -1-tl -'i/i. cf i:esh Conc. PCF LL!.( a t?i_F.t L 3l:66 L .i::J-Cb oi Load 7 Clrl r r.LlC!', GalrlSacr,'.'iate.r" idiei € ilan'c-_-;_-_- I c: \l: 3 r .l've:lelir L/u;: L.i:.: :'L, i Ccerse Agg:egaie i::lr;"::'5: iiii-v i;:-Srecs. ;lri::=e Gcres Sleci::,en lfo.10ls-1 iDste Te-sir:ci ;Di:::e:s!or;s i::ches I - S:d 6 x i2 Ci'i ,\rE-:--_-r, ._.,- | 5C. -L\r/ J. j.Jv\J \Ji l\fei.:i, i'Cl 3SS:j ji:ee Sc. lrc::es - Stci C'"i 2-.2'i io'-:. Lf,a$ LLs. (1) Diag. Snear l\q-c? --.- _ _-1.r=! -\:vLc-.v!r, - ,-.-elrci .- !)!L-/ -1 Y- 1..) I t-,-.' - t-, =! FrF 't'-r,'Sr rr c ' ir o6l cZt c ?,tn nt- (rroni'',-cr l ^ t Tr--; .-.t ! Frr r'; l.a I r1l Sr- !t fn 673-?A't!,;2vl -r a e+A iTio i785 aico Tested By: G- 'rlanze:tI Saupled By: G. i{anzarj Signed *ftq*s€.ft^mrcr€ee - Soi! & Foundotiotl Engineer[ng :.;;'::i.T Ci Ci.l,C..IT: i:i:l) ?:S?5 i CC';.i1';,155ii2 ff. (}CT 11e74 1033 South Frontege Road r'*es t P.O. Box 1944 Vai1, Colcrado 8i657 4OlO HaFEOe pr-aCE. bOtOnlOO Spefi,ics. COLOFADC e:J?1? 303159+7U7 S:R:}:GT3j r^sT]\{ i.{iTP.Cr}s IiillciTiD D:t€ :.':ciie=:.':' 8/.,-=;/'i4 Tirne: rO:rl arOur:ng c.i Sar.pleiiX.'14L., iil I'ic:st i:c:-;-;;?- -.- 3l:6€ -Q 3r-65 Conc:ete ?enp. 55tF; nir renp. 5a9r' SlunL t*" wt. oi iresh conc. PCF 144.2 Air Con"e;.t j-6 '.'. c Js-3-66 Vci. cI ioari t !u,u.- ru cli U IJts-DJ r- ^1 17 ^-;\?s.:-/ !!'. -J '--z -Ji- CJ .^^- ^i + /-n-i^r;\r=.i-iE;:! \rL r -(=.i- lt-=tr Cca:-se Agg:egate iLl ilne A/4" AE giega.teretrate !!rJ.:J=- \.r-: E ]Tests ,at of Speci-nen.i'rt C !:2-64 iSpeci::.en i{o.10{-r- .D.=E:. -. ior-, s inches - Sti 6 x 12 C-vl :ssD,'/c. i9 63 iYr:eic:it FCF ASSI :.5rcr t" l,l.r.;,eq - Sr.iir-:eu E ;l' - !t licii, l.:e ci ibs.. 1 t,2 0 t, f r I Diag. Sheer ld,, Ccc! i.enhner {1'! t;e ii . S:l it .i6/20/74 i/20/7 2?.8? | "7 .78 i l*l I ' jS^re :;'.1 - Actuai PSi C39-55 zzr,-: , S'ii€: --: -1, ieq'd. ?S: Spcc!iiec 92$500 :.qnn il=:'::r *iia visibl-e ex Sampled L. A. isgl-.r$i€ned. i l-.-1rt!f liILJ I o Soitr & Foundatiem F.Efigrneeflfts RU OCT €.&rcrGce i: PC': T CrF C3l;Ci..iT; ::L:-D :ISTS & CCl.'.i;:tS:.j\li S:i::'C.TH l 1974 1C33 South Frootage Road ltrest P.O. Box 1944 Vail, Coloredo 8L657' +oro HAneoF Pi-AcE. coLoiADo sPFtNGS, COLOTiaDC eJel? 303! 596'7647 i..ST J.f i.-IETHO''S I :{ DI CAT'I) a:1 -'j t .8. i-u ;r,.I 1.. lA-I | .:. i-i 'e c! :.cn u-Ltt ::a c - IJ-L :K i{::k ne ;ob )ic.. l-04-1 _ ' i Lab. Il:. t^i Ccnc. Cc. Porlo l':x .F.i*. !.ri\-e^ ,.nt Ticl<er ]..ro. VI326 Cu.Yis.Placed 84 Ti;-,,e A-:'u-e:i 6 :10 Vai-f Transportation Center icur 1:: Si:uciure tr!, t/ t-!5 lj-r,, i_rr-re -----.7oor sJ-aD L'/-L6 D:-.e ltolr.e nt 8/!i/74 Time: 8:J5 Curina of Sanpie'"fr La:. &i-l , i._ ,.-, 3::CC ' A-" wr vr., 'tConcrete Tenp. 65"F, Air Teup. 7C?.Q 31-66 - 11r.r irth^ 1-ri.ter ij |i;P ../. :"f - -!-- f:'esh Conc.PCti ..lr. ^ *L44.? c 1{3-66 : C 138-63 i-L !J J,- A! l2;.i /- :,ad i'.'eiei Ce;:,e::i Ra:ic Galz'Sack -S iie Az/C'i Cener:i Con'i,e::i"{-. q;- Slecs "Ccerse Aggrega*.e l:ne Aqqreqa':-e/l;tt Ag'{rega'"€ 500 no. of Specinen I'io U +/:-|:''+ 104-r_ lr ll!O -l'AC_.--- jDr:rensior.: hches t - Sici 6 x i2 Cyl 3SSD;'1.lge3 CF t6.)/28. \rei.cht PCi FS.S]1 t,,, q ji:ee Sq. ilc:-res -2 lli.pe a{ (i) t- ir i: c: !ire Teeted \ r.,,1 r. Se: ;i itDiag. S:: ea i !l^iS'-:e::gih - .1.:tuei !'Si u,.v-riD S:-er c i: i:o'd l.i:35ao I F:::a:its |t A. l-,echner Saupled i'{anza:'i Signed - fr.€.ffir€[i€*€s €" . 1 1974 ":,*'rL'e5t Scil & Fosrdqiian Engineering .1*, .i . 9:-^ i 6, '.; . J nn,='i-', r.f Conc. Cc. Pori;o l:ix -on i04-r ' - ro{-r-(e'--166i h.lixed 2:2h ::I _ t r-ri r'.--d l'4O 'rrc ,Fi_^ iv lJi = RII ()CT 1033 Scuth Froacage Road P.0, 3ox 1944 Vai1, Colorado 8l-657 aororAneoR ptlci. colonroo spntrvcs. coLoBADo r3,17 303/ 596-7647 o 3:,'j' Oi ,Ji:l,-fi.iTi F:iLii :lSTS 5' C O :' i P!::-55I",'F: S:ii; lriGTH riSTM ]il lTliCD..c I i{C'i ;iT!i) i, A. Hycer Co::struciion Cc::pany l'lr, -\!. -9*r. i\-. Trcket ilo. vt9 i 5 e@ f&EA lT:-cci:Cu,Yis . Pieced I lrrl:.'r zLlr/z i',raie: ;.Cie( is Fialt ,. Jgb ::'.t '^aqcr.+ .-^r,ta - I Cce r-se Aggregeie'.iL :' Fine Aggregaie Drillec Ctres C !+2-64 Tests. .at - Lei6i'no. c'l- rlrrrc ni n'f Anan.i rr:cvr ?in : ^e6 :.nCica'ues ies 52:)- /ora- /h5 /- Irr Dete !,:si.ecj ,J/7Si7t 8/Lq17!+8 /26 /7 t+ lDi:e::slcas.i:-rches - Stct 6 x i2 C_vl !std 1/.Y) | .i.bQ i:ee li,--. I::ches - S:u C-;'i te.27 2A 2,.6.11 28,?'7 I 7850c 6c000 c( l, nn' T-vpe cf tt) (2) {3} F:ac:i:e Diaq, Cc;;e iiert.Sheal Srl it t-- '-IIti!tt il l---i tt t-_) r-lrl l--- t- i' S';e::;:h - Actuel i Si C33*a5 .lQv "':llii2830 1j4c9 i i i !..:e - ^ - L lcn'd ;llr s.!c.. \;: o.- , t:.iil...,.'-.e*. t=;.".= "i{" rrribl" erje r.-.^", cr- rrr, I " I -.:ono I tlr,nn I :rncnI J\r v \r i )'-/,rv rA mrFi-q at"'-!', t;. Tested By: G. I'{anzar' Saml /1,^^ - ^."/2;--lglr: q, {,en-z-qi sigo'-a*l1: o Ftsic Soif & Fqundetian Engineer[ng ?ii'a)F:T cF ta.i,!cr.5TE :ii:-D ;;9?S & CCl./ I'r.lS5l'r€ Rll 0gT 11s74 1033 South Frontage Road l{est P.C. tscx 1944 Vailr Cclorado 81657 4Olo HAFBOF PLACE. COLOFADO SPF tI\Gs. COLO;ADO u33:7 303/ 596.7647 s:'i.ir':GTi: F-Sii..1 lrf iTiiODS I i"'DiCATID ci i.cur il St:-r'cture ,'ih flnr-.r q'l ch -li 2 /7'-v-5v -l 'l J 1-i'-'\ t !"\'-c?_iic._ Vl-102 _.Cu.Ycs.Piaced L)5 ial. r.' r- 1 nr'--!r vJ :\1 .^ \-,/-- + T_t- t.r- -r.\l. a f ..t-, ,' | \.L?D. !,.-. f U4- !-l L,_V-.J i:..i j Conc. Co.Pc:rto li-r x T irce l'iixed_lilf_9.,r ; _ Ttne i-iuec iO:2(t e-: Vai J ?:'ans-rrorrali on Cre ,-& 3I:P6ncrere Ie$p. Lj: -{r_r S jl m.r i,ll ri3-66 Vol .ci Load b a--t /. ^-)' c 138-53 :\l-3ter Ce ;*.elt i<ailo Pozzilith ! - ?'...si';r ,r=. .- !. rl CallSack 'i.ta1.": l.ided €' PI=nt /a^-4^.-avE -..1: l, ! VL'.'ll.=i;r-ii' Ccarse Aggregete Aggiegate -S:e:s. T1.=ciarn hrr ;]iiiled Ccres 'v .!r^ t- r_t+ iQr,='^ir-lon'.-rrr e:- - e-..rv.. -!vr IlD:te Tesic,i - Stc 5 x 1? C,r'l rO+-t C -:r -'i.r,= n -'": f hc :qal\ r'i; !oA"- aF-r-rt i\\'elght PC5 33St' ji:ea Sq. lr,cres -Cyi Zt.z7 Tctal Lcac: LL,s. iJ';:e of l- i i ia c!ufe (2) t3) Cor,e ireri. Sn:.it iC -.o- rth - 1.,-irrrI r-SI 14J.8 9ZOOA ,214 a't c-'1 \ qno iroo 1;rao (r, JJ.l c) \; . co,'.ig a r | ?l| -:l llrl t-1 i-.c = a:k S I'1*_----r..-_,".---Te€ted By: G. i"ia:-:zari Saupled G. ivlanzari sigaed sy ' -'--=-::=:: - ': Seit & Feundation Engineerlng RU oCT 1 874 1033 South F;ortage lioaC $lest P.0. Box i944 Vail-, Colo:a<io B1{'57 4{)1G HAFBOR iLACE, COLOnAgO SPfirirGS, CCLOPaDC 8'J?17 3O3l r_a+.;6!.-r FSTIr{ lrliTiiODS I l'}ICiTiI) C!:GL'! i-l I ,tL l.i:-u c'ru::e +2/j A-ts. * Ticll.ei der Construcrion Corn Leb. l, :. . :.Ol:]-( 6+:ii;'l) Conc. Co. Pcric j'jx iic.- Vl-296 Cu .Ics . Fi.aced 92 ;i;e ;;1$ Tirne: ?:i0 ariCu::.ng of S:nPleFT .v ':Ft1:cC.i:'' c 3L-60 n t-- - -- - - -- -. ----- r.:O= A -i -uonclele rerlp. _2 J I Arr S]unp J" \vt. c t{3-66 iTrcn.-n Aq"tr oi iiesn Ccnc. PCI i+4.rr c i33-63 c'y- .tT:x c':\:cl. of Loac'l2 > 't ./-. . t .'. .:. '',\'gt€: Ce;,-,el'" Rari cFozeilrth Gei,/Sact',Pia::t '^^ * n.:i r,,:' | :>t,l ---:t-- " "' jf'J - Specs Coerse AggreEate li.ne i-ggregate :- '- : i 15c: ^+r frl: D-riil:d Ccie s {- +.i - '.r.i Spe c::";en i(o .1Ol1-l-- te ?esteci ;Di::'e:s!rns i:-.ches - Std 6 x i2 CyI ispec::ien i"":. lbe. :SgD//0. 19 33' CF 1\feig;:t irCF DSSI' iSre.;iii - tcrual. iSi C39-:5 S:re:-.;ii', itq'd. ?Si S;,ccr::ei O2B ,i.r.-: l, f l'i::9 *ii 1';r, q 't L r, ,, *-nn nf Qnr:nir.ar, , ;i:ee Sq. Irc:es -Cvl 2t.27 4{J.1 ilvs" cf lFr:r-.:r,'l"--'''- (1) T-\{:-n Shear [{, j Co;:e (3i '" |:;i I -S:lit r- tr I i---1tl;!L--. Tested.G. l4anzari SaupJ-ed G. j",anzar:i sigaed €.Srer€Ee Soil & Foundcticrr [ngineerEng F:[POF.T CF COI.ICF.'T; TJELD TISTS & COI4PRESSI'\E RU OCT r tg74 1033 South Frontage Road trIest P-O. Box L944 Vai1, Col-orado 81557 .IOI O HARBOR PLACE. COLORAOO SPFINGS, COLOFAOO 80917 303/ 59$7647 STRE i.IGTH ASTIv{ h'lI ODS INLTICATED i.er Consiructi on ioin |ob !'i,-.j'.a4C) . 2rr.i--al lConc. Cc'icce.Jon ci Four i,n S',-ructure 1,!r'al1 i5-i3* on ttAtt Line.G ?ime lviixe.i 1A:32 T:-uck N c. ,!5 licket No . Vl-285 Cu .Ycis . Piaced 21 Tirne Arrived l: 15 !,=ie l{o.id€e: 8/9/71 Tirne: 4:00 Curlng of Sample!)=ie l{o.id€c: 8/9/7) Tirne: 4:00 Curlng of Sampieii{ Lqbr^&n }',iloist Rocnr . c3l_66 : aQI_66 - -.-rrrr"r.o1-a Ta'rr-r f <bi Ii t 'tto*r. 4<Oa'!/ e i:\,I c 3l-66'o- L -;1Sluno ! 3/1't \\rt. of Fresh Conc. PCF L45., Air Conieni c !43-66 c t38-63 C Zs:-az Vol. of Loaci 'r\'=ier Ce r,:e::'- P.atio iinix;ure: .CIA '' !.tiv \:a . Gai,/Sack Water Added @ Plan: iob Sjie t\rsr,r , Cenneni Conten,u '---'pCy ,. j3z '-:Si...rC-,- .Scecs,, Coarse Aggregete i- L/ I -/ 1 J,i:.' ! - i-.,-.rr 1 !,+-": 1. /:,' E :. Design by Drilleci Cores c 42-61 .-. l- ' .- -Tests.at Daya Age - iast no i:oCicales t.est ai., d-a:zs o Specirnea lfo.6i7-7 6 )6-'/5ts-t4 'D:ie ?ested /]-5 /7 t'B/L5/71!8/4/74 D!;ersions lnches - Std 5 x 12 CvI stc C+.1 std Specine:'r ".'ri. Lbs. BSSD,/O.1963 CF 16 -t) 1 ;\Teight PCi 9SSt L4i.9 r /,2 q rLL o :.!=cl Sq. inches - Std Cvi 28.27 (o. a/28 -?1 iTcial Lcad ll3s.7 zEOo 74100 981OO i?r'pe cf (l) (21 (3) iFr=ctu:e Diaq. Cone Vert.i Sireai Spiit il E r-1tiirl T lir iS-enqth - AciueI PSI C39-66 1011 <h r,Q ::ren9:i ileq'd. PSi Specified j28 3000 1000 fooo ie=arks_ Tested Byt G " iianzari --tl)Saupled By:L. A. Lechne$igned lly: //-***' ' Ssi[ & Faundution Engineering €"**ss1Er€ee PO:.? Ci Cai:icriiT; Fll:l ::9TS 6- CCl./,i'illSSllE Sfi:l:G:l: fltr ocT 1 1974 1033 South Frontage RoaC giest P.0. Box 1944 Vai1, Colorado 81657 40lo HARBOR pUaCe. COr-OnaDO SPfrtNGS, COUOC^OO aOat z 3031 59+7617 - t? , - rsrx,i l{lrtsoD-c iILrIci.TEr) der Co nC lDrnig,^t. g'l ab rrlfl .r-o rrP E- iir,e: 9:1i5 an Curing: . .. ri. e 3l_6CConcreie Tenp, 51"F, Arr Terr:.p. :8-"" of iresh Coi:c. PCF of Sar,pieiff i'-:. i'l-l iuicrsl Lcc:' .L-)-L'51:cD. . 2tl t-, :::J -c o lfn i ni T r:'- A i l;4 ) c i38-f3 n.er.t Raiio Gai,€eck ,-Q -o nq iir..e Aggreq.ile r- .aa ct 101;-l ;Di:rers:ci,s i:iches *Std 6xJ2Cyl c-,t 3ssD,'8 .l9 -63 Ct: i\i'eiql.: FCi tss:-l i,*ee Sq- i:ic,':es - Sti C')'i Ze.?7 Tci:: l-oaci Lbs.07oco i 1o3oo0 lc::se AggreEete :',- 1 - ' : itj- j'- - - i-,d,s.-.ac. of . iipecii:en l.io?ests :a .ii..-^ -J 1!'! l.:J;g !r- (rJ I F-:- r- ':zr lli:n_ g:9:. I Sheai i?i Ccr,e l"t S;,;t :iS're:.;ih - Actuei.SI C39-[5 37a5i 38zo I' .-1. t-;-.- -.;. tir n'd l'-r: q-,..^i i:6,-: I --^^ I - -^^ :J'-1.. j -.' \u\ s. ,1. .'. _--.-_" t-_Zd I jlOO .')O0 | :.--r r. j,c G. iianza:"i Sigaed BY: /--. n ! r-^ -o)!- ( i c)1- / 3/!5 /? Tested By: L. A. Le chne::SaupJ.ed Sail & Foundciion Engineerirg itPOFiT OF CC:\iC;.fT; FiItD ::STS & CC:t'.iJ'FIESSi\'T: F.STIrl I.-!ETIIODS ] \'DiC;TED der Consi G"ft.rrcrEee c'] ^ fltl' (lCT I 1974 1033 Scuth Frontage F.cad i{est. P.0. tsox 1944 Vai1, Coiorado 81657 4010 HAFEOR PLACE. CGLOAADO SFB|l,!Gs. €OLO6ADC ei€17 303/ 596.7e7 cTi : \'cT:-: Icb l;c ' nr,-'l Lab. i,'.:. :C4-.,:1L12'i.;v) Conc. Co. Fortc I'^rx 1'.--c rt; ii.cf, '1 i .7=, 2- t- f{o._ VL258 Cu.Ycs.Pi.aced 2L9+ .Ti:-.e ;-;':rived 12:1C:: D-ic i,':c}ri.c1: ?,/8/7ti Time:l_:OO nn Curlng of Selnole$l co::crete Tenp. #l-i?" Tenp. EooF .. Slurrp__f-l Vy't. of Fresh Conc. PCF___14j.J___ Alr c 138-63 Vol . oi Load ,-1, /ii.r, | ^iv7 / ar vv,. La5.6.l-1 :J:-b$ c t/_3-66 Co:i:e:-,i !:. L'- % i- J.J-:-Ci i: t.' ' c3c f.tatEi'Added fg' ?lant ,. lcr Cenent Contei:t a'*'\ Ccarse Aggregaie a \-, i ne Aggregaie Yt- | ll -+ Dr:lled Ccres c 42-84 iSpecinen irlo.i04-1 lDate Testcci lDi::e:si,Ji:: :r'lches - Std 6 x12 CyL BSSD/C.1963 CF iWei';.r.t -rCl' BSSD l,kee Sq. l:.,:hes - Std Cyl ! 28.27 Tctal Lcec Llrs.. (l) of Specinen iTi'c.: cf I Fra c: ,: re (2) Cone (3) Vert. Snl if Diag. ihear i: I !Srer;th - Actual FSI C39-65 Rcq'd. PSI Specified ,:;2h ,Re r: :: il. s -'laByz/ ;1"-,*.-^,_.,... 6/"t/74 Tested By:i*ianzari Sanpled tsy: G. i.ianzari Signed o RU ocT 1 1974 1033 South Frontege Road i.,tcst P.O. Boz !944 Vai1, Colorado 81657 401O HAFEOfi PLACE. COLOIIADO SPFlntGS. COLgFIADC 8O-ci7 3031 596-7647 €"&rercrEee SoiE & Foundatiogr Engineering i.iPoRT oF cclrqF.iT; fiElD TisTs & co\{pFlEssl\E STRINGTH AST }.i' }.{ETHOL-\S I i{Di CATED lc,ceiisii c: l' l_0-12. Truck Nc. t.li,S tructure iilal-1 on e irye en Ticket No._Vte5a Cu.Ycis.Placed lob lic l-0lr--1 . -- i-ab. L -. 104-r-( 6l-i-G+)_ Conc. Co.Porto iii x Time I'{ixeci 10:25 Tir:ie airived i1 : l-i D:te N,loJcrci: a /E/74 G 3l-55Concre;e Tenp. 71"I , Air.Terxp. 8Oop Slurnp 2* C 143-66 Time: ii:)Q Guring of Sampief;4 Lrbi"&I :,/,.orst F.con Wt. of Fresh Conc. PCP__l!A.j_ Air c 138-63 ! Ge !-,/toad - \, Jt:OO Vol, of Load I cy/Truck \\r-ier Ce:;,e:lt Ratio _ GaI/Sack Waier Added @ Pten', i .ACnixture: .liEA Oz/CY (Ga1) Cement Content Design b1r 3 /4".ti Drillec Ccres c 12-64 Specimen h,'o. Date Tested Dj:,easjons. :-nches - Std 6 x 12 Cyl pecinne:,, \i'i. Lbs . BSSDz'C.19 63 CF i'eight FCF BSSI} Area Sq. i::ches - Std CyI 28.27 Totai Lccs Lbs. no. of Speciaen iType oI tFr= cture 0) (2) Diag. Cone Snear (3) Vert. Soiit I I lS';engrir - Actual PSI C39-66 St:eng'l ieq'C. PSI Specified :,?b i.enarks .\.^- | --.,...1cY2 ! iUUu Tested !:-1r :Sarupled G. iianzarr Signed o |IIOJT CF CCIi'CF.ITE Foundqtion eerins flrL ocT 11974 1033 Sr:uth Frontage ff,oad West P.0. Box 1944 \ta5.1, Colorado 81657 40lO HAFBOF PLACE, COLOFADO SpFtNGS, COLOFaDO BGtT 303! 59€J-7U7 ill:D T:STS & Co\4pF::SSr\D &5-Ti4 !,iiTiioD-q r if Di CATED Co::t:ac'.::: _ J. A. iiyd-er Colstru.cti on Con iflgiilon.?i.fqu: j.n st!-ucrure srau r'{861il}_2l on Tn|.r i.! r 'l n,. -l J \-/rJ -Y L, . IWL.--.1- Tlme l,,lixed ; :28 a-n A tO lr3rr 1,i It€. Trrrc< lrlo. i:5f Ticket No.-1rf.f!i- Cu.f is , Placed -i-.q8+ . Ti.rne Arrive@ Date lr{olied: concrete Tenp. -.e$;9r6t" Siump \^tt. Vo]. of Load $l*gl-Qgtuni Iletio GalzlSackEOZZL!L'-lj. Aimix;ure: J€A oz/cv Design by Vr'ater *.Cdee fg Pleni , Cenent Content , Coarse Aggregdte Fine Aggregate Drlileci Cores c 42-64 at Da vg.(,('iJ I ?st- ro. of Specri::enl .iTo.darrc. n!- Specimen No, 10L_1 6t.+-'/ Date Tested i /Li /71+e/!i/'/i, Di.nensions inches - Std 6 x iZ Cvl cJ-rt sid_! !ecrmei \Vt. Lbs. BSSD/o.t963 CF zC.)'/<o . r:Ui,ergnt FL;i. 55SJ L44.7 Area.aq. lnches - Std Cvl ZB.ZT ! icral Loed L5s .]-OCOCC r-0r-c00 r.]'pe o: (t.l (2) (3) Fra ciu:e ^PjaS . Cone Vert.Shear Soiit r r LJ tlLJ i :----itt,lL-r i L-i : StrenEth - Actuel pSI C3g-6G )2, /-,452?-=irenq:i hecr'd. PSI Specjfied. ,i.- .i+a-(J tjooie n ar.k s 1.tested tsy: G. ijanza:'i Sanpled By: G. iianzari Signed By: a o![ & Foundution v.Engrneerrng iIPOFiT CF CCI'ICF.TTi FiILD TiSTS & CC\/,PFT.ISSI\E o fli'f 1033 South Frontage P.o. 5ox 1944 Vai1, Colorado 81657 4O1O HAFBOFT PLACE. COLOBADO SPBINGS, COLORADO 8@17 3A3t 596-re7 5TN.E]TGTH OCT 1 1974 Road h-est P.STT4 },{ETHCDS I JiDICATED Co::t:a ci:;: )rnion*- - llAtf io B i.i3e. i'ruck Nc. ,49 s-{,]'u,cii On Co ]ob lrc _ 104-:t- tab. li:,. 101-1-(507-612).-- Conc. Co. Foi'io I', __--._a-l Lcceiicr of Pour 3n trrrcture SLab -l-si: fLoor 15-2_-L on T:me lv{ixed 7 z2+ er.:' Ticket No.-tiizff._Cu.Yds.Placed 12,1.+ Tirre Arrivea_J:p--e:'- D:re Mctcei: d/8/74 Concrete Ter,!. Slump 5+ flmsl o: jc curins of sampleFl iilauun lutoist Rcorn -ff, ai:: Tenp. 57"F Q 3l-66,(qvr., /,;2-i-, E! Wt- of Fresh Conc.pcF -r ,,5 - 5 Air__i.r, . -/Conieli__ 1.1__ ?! _ . L/ 4Jl-oz r2a l,' r:OeC c 143-66 Vol- of Load u lJ tt-bJ cylTruck lvater Cen'eni R.atio GallSack -Water Adied @' Piant '. iob S:te 1O (GaIi iGei) : Cement Conte;:t ' PCY 51' S{/C'-' Coerse Aggregate ?cY - 1r2i; Adnixrurg: rJA oz/cY Design by Drillec! Cores c 42-64 T ests at Da ' ran Ii,^'.aEI nO. Oi ,5pecLl.v* -rv.. .lr,-,^te.:',; e-l: Speclmen No. 1O4-l ov(-( D:te Tesied : /t5 /? t'6/ !2/'/ 4 Dlnea,sjons inches - Std 6 x 12 Cyl i+A Spe ciinen \tfi. Lbs . BSSDT'0 .19 63 CF \\reight FCF 3SS1)1 /' i o l:ea Sq. Inches - Std Cvl 28-27 2:8 27 .:i" - ,' / Total Loaci Lbs.l-050oc 104000 iTl pe cf (1) (2) (3) i Frac-,u:e Djag. Cone Vert.i Snear Solit r T-] EI ll-., j*i n r--iII L__r :i li I iStrengt]: - Actual PSI C3S-65 ':-r "t L 'irrF.r ^.; Q.t.r rrt pSI SCeCifjed ,,, :rl iico ^,5i;rj .:ienark:; Tested By:Sampled G. !:anzari Signed BY: o effi#rewg8 €. RU OCT r 1974 1033 South Frontege Road I'r'est P.0. Box 1944 \tai1, Colorado 81657 40IO HAFEOR PLACE, COLOFADO SPfliI'tGg. CCLCP:D:- F-Y]t7 303/ 596.7647 s?ii;.l;GT]{ Sqi[ & Foundatian 1..Htgt[eentig P|PO.Er OF COI'IC|IT; FII:D i';STS & CCl,iPEiLSSi\t /:.STl\it hIETIICDS i }{DICATED job i.t iC.+-i , -5c5 ) Po:'-uc l'i1xci iour in Structure Ralip l-2, rtBr! to ItCrr Line cb!Ticket No- Vl-ZLl-Cu.}'os. Piaced _ 219 Ti::-re Arri';c: _l-l :-OC _. ction Ccr- D:ta l.lclcec: 8/7 /74 G 3l-66COncrete ler'.D. @, Air Qlrrr,.:r Z-ll.'Ilt+ Curirg of Sanpie& .rJ Lab. c-i*l renp. 7Qo.F of fresh Conc. PCF r+c . +.1 ir i-nn-<-:'.:' 2 4 '.' c i35-63 c'yl r. ru ct ':-ai /1 r.+) c I13-66 Vol . of Load \laie: Cr,-:;re::t Ratio Gai,/Sack iYater LciCeci @ PLar: .. j:":, iGaii PCY Ccarse AggreEete I-L,I Aggregeie PCY ozlcY Cenent Contei':t Deslgn by Drijj.si Ccres c 42-64 I ests at -l ,ai no. of Speciinen lio. i ndicates ,l-ii S-rec:;en i{o. lC4-1 5ot-?OUa- /50j-14 Date TesieC er/!4/'i L er/14/74 ('/21/74 iDi:.;:sici,s. lrrches - Std 6 x i2 Cyl std S-ud p.c::rsn '.',it. Lbs. 3S.cD,/0.1963 CF l'i: / 2 a. - 1i.) \Vei:-i,! PCF ESSD ILb .6 1i,q 2 i lkee Sg- iiches - St<i Cyl 28.27 ,'c.1'/28.27 Totci ;ced Lbs.10c0cc i00000 1-lo000 jr1'pe cf (l) (2) (3) lFrac:;:c Diag. Cone Vert.I Shear Solit r E t'--1ilir:. 1 r-t LJ L_I lSter;th - r'rctual PSI C39-66 i537 ir37 Strcr.;'.h I eq'd . PSI Spc'cif ied .;28 zqnn '.;jt.io ic:::.::i: s ",.c visib-i e exteri or f a:-iure y4iy-..:q Testcrl By: L. A. i,eclner lE":&,rru#sE i+ll ,3 irrrn,iclic:r i:rg!necrlng F.TPOiiT Oi CO}iCi.iTE i:iELLT T:STS & COi','1PRiSSI'f,T ::1tl-l:0,3] r. 1974 Road I'Iest1C33 Scuth Fronlage P.0.3ox 1944 Vail , Colorado 81657 40]O liARgOR PLACE. COLOPA DC :pr.tr vG j .j:: _,r -i.rc :lig1i 303/ 596-7647 Ji:1L-'iLrii.!' tr^STl.'1 l"'iiT i-IODS ilitrICA?ID der Consiruction Con tI r..; ":.. 'l nr, -'!a l\ili :r\., ":- \-./.t 'it-i Lab. I.,: . .l-Ct4-l- ( 191-i-riC)t-.---_--. Time l;;ixed--1,.1_ _ !Iiuc:: -\,o. dbI Trcket No.Vl-202 Cu .ycs . P]acec 1 70 I ime Arrive.l gj.!!--_ Time:l-O:15 Curi::g of Sample;$ leb..,&fl i,toisr R:-cnt,?1-66 r --o,"t2_!- sh Conc. PCF L4.5.2 ;.r gsn;sn' 5.i % ct38-63 ,C231-62 l) t--ii c-vTTruck Gallioad - ilaier il.Cdeci ,'g ?lant :. i::b Ccerse Aggregeie PCY Ceneni Conteni Fi.ne Aggregate 3/l+tt AEtyes PCT Dr!i!:i Ccres c 42-64 T ests . at Jast no. of Specinen Ldc J:rzs nf . arre -nql-ca Specirnen No. lo4-l-,9r-7 Daie Tested ..E/l-4/7t 'afzV7t+ Di:rensions Inches - Std.6 x 12 Cvl ,.qt-.{--r'{+.. S*.eci;nen Wi. Lbs. BSSD/O.1963 CF 27.98 '10. !) Veisht PCF BSSD Area Sq. Inches - Std Cyl ?8,27 28.27 Tctei Lcad Lbs s6000 9\i\OA 115C00 jii'pe cf (r) Q) (3) lFr.i,:: ::: Diag. Cone Vert.i Shee: Soiit r r i--]:'l I!=l l f-iii tl 058 Sioo lioo tico 1..' rl 3: lt s ?ested n;r:i. A.Lechner Sanpled flfi ocr r E71 1033 South frontage Road l{est P.0. Box 1944 Vai1, Colorado 81657 4O1O HARBOF PLACE. coLoRADo SPBINGS, coLORADO 8{f,,'! 7 303/ 5S-7647 : ci :'our 1c-2i. ^ i ':n 12J'+ nce*ffis€"&rcr€ee Sai[ & Foundofien Er'gIneerEng r:,.Farl OL col.ic+r; ,iST ]T4 ].',IITHCD.C I i.J LTI CATID ction Con T^'h r-.:,_ t04-r _ Lo!-i-{539:59.+) in Sil-ucture Ranp l-2 Oh rrBrl tO rlCrl A^^ ^ a\^v\Jrae. \J"ri,.Forto iiix ?:ine l'.iixed Ticket lfc. V1l-97 Cu.'r-is . Pi.aced I trri/i !: - 1145.+'t /.r'-r D:t€- -'tciced: B/7/74 Tirne:9.:40 r -Q-04 -E Curing of SamrleSd LjbrSt ir':oist Rcc;- \. J 1:- D O c 138-63 'J I.i.i-itL (lai /1 n=c: ' Jfater -l.ddeO fg Plent ,. ior-' 51i,'_ t .__ tt\:c r i concrete Tenp.65of l';i9. renp. Siurrp 4tt c 13.3-65 Vol . oi Load \\':1i.,i Cen:e:i Raiio AC::i:r',:..:e : trEA_-Pozz r__Oz/Cy Soecs De.iiqr by Wi. <;f iresh Conc. PCF 145.1-Ai.r Cor.:ent /\\i t r'r1r^L'vJ/ - r vv/1 Gener,t Content FL..I Ccarse Aggregaie Flne Aggregate !CY Dr!i!:i Ccres c 42*64 Tests. at Davs Atreindicates test ai, C-al's no. of Specircenof age. it-o Spe:inen i.Io. i0L-1 20y- /590- lD:tc ?estcd /L4/74 8/\4/74 8/2\/74 Di:.::sior: irrches - Sid 6 x 12 Cvl std re.i:i,r-!i ',ft. Lbs . SSSD/0 . i9 63 Cr 2.R <n 1C - 'tJ \vreiEi'- PCf SSSn 1-!r!: - 7 it,t, 2 L44..2 .}ea Sq. i::chr:s - Std Cyi 28.27 10.t(ac..l : Tct:: i-ri.,o Lbs.cq26oo c.zloo l_0-;c00 I gi1'pe cf (l) (21 (3) lFrec' ;:.: Diag . Cone Vert.I Sirear Sol,.t il E l.-t;l:* |T I;Ll I iS':e r,:;'.h - iictual PSi C39-65 2022 tJ6d Slre .'-.:;il'. icq'c. PSI Specified j?-g l.rr --' r,, c *l- llanze-ri sigoed BIL;Tested ])y:L.A. Lechner Saropled By: G .-__:-r:=*--- *sn€s €"&grotcr€ee Soi[ & Foundctlon Frtngrneerrrg REF'OF:T OF CC}]'iCF.!Ti HC:.D :'STS & CO],4PFi,f, o Rlt ocT 11s74 1033 South Frontege Road liest P.O. Box 1944 Vai1, Colorado 81657 4OIO HAFEOF PLACE, COLORADO SPqINGS, COLORADO 8OE]7 303/ 596.7647 S:F,i}:G?H psT i'r i\{;TitcDS Ii-iDIC}.TED -' : ' ,- J, A. i{yC-er Ccneiruction 0or:pany ci Cn ll e_ll c'J: T i r.la i^ !. r,' r l-65. Jr-. I O -_rti:-i-( rltr-r1L) Siru c'iu re ?o:l'"c I Time l'':lxeq 1:26 r'ri Ticket No. Vll8f Cu.Ycjs . Piaced 19 Tiry'e rirrivei Z:0O pn D=te l.'.cidecz ?,/6/?j+ Time: 2:10 nr;rCuri:rg oi Sample@i !e':,.^*il :v,:oist Roo; C 3l-66 a- 3i'-6€ - Conc:eie feup. ?9oT, Rir Teup. 659F Slumpjl!_Wt. of Fresh Conc. PCF__-_f,4f_r4___ Ai5 f,qp.ig;: t.2 9! -c 113-66 c t38-e3.|.'Vol . of Load 4i c:r/Truck ^ -..: \ aa\J &J I- VL Gellic=C - \\'E:e: Ce;.e::: Ra'lio Gai,/Sack Water Added Gt ?ient ,. I:: S:t:10 Oz/CY Cenent Content !'li.x l'.; - :_ Specs . q} Sack Coarse Aggregete Destcr av Fine Aggregate trjcll iGal)s!:'{ PCY _a r,,.L JZ -: O,'--_ Drili.=: Ccre s c 4?-64 Tests. at Days Age - ias'" nc . cf Specinen jic ndi eaies tesi at davs r Spec:nen No. lo4-l_7C4- /5rr1- tlr Dare ?e s.ie C /Lt/74 8/L';/74 8/2c/?4 iDi:,e:sjcns i;rches - Std 6 x 12 Cylt std !€ c rielr ':":t. Lbs . SSSD/O .19 63 CF 2R an zc.z'i \reigi,t lCd SSSD 'l i, ,, q 1l!b.2 i;ee Sq. l::chcs - Std Cyi 28.27 26.27 1l'. z'/ Totaj i-cad Lbs.gcloo tJZzOO l-1?-000 lType cf (t) (2J (3) lFrac:u:e Diag. Corre Vert.I Sheer Soiit E E n { *'J r I r-itiiij.J I , ' I lStre:;th - Actuai PSI C39-55 iL97 z.I,\ i St;e::; --l': Feq'C . PSi Specified -:2*]000 :oon '.'c00R.-.n::i"-s *iic visib'le extericr. fa1-rure narks saupled By: G. I4anzarj- signed "*"i1;--, /-*-:Tested tsy: o S,ffifffi# PTiPCRT OF COi\CnSTE FillD ::STS & COT"lPRESSI'.vE, eS. !,;jl I 'i*und{lj'rn ing!aeering Qro ocr t 1974 Road liest1C33 South Froatage P.O. Box 1944 Vai1, ColoraCo 81657 ,olo HAeSQF PLA:E, COLOBA!--\O S?3f$C: 303/ 59G76.17 ar.rrhi\rr-r-ftJlt\LJl!-r!r! 1'"',1:-'l- i ;9O i,C:l ,t 7 F.STl.,i i1;Tii,fDS IIIDICATED *nrra*i r'a f'n 104-r :_u4- !-\a'/'i-.2-a1i I con". c".Pcrto llix a^-'-. - .. .. ).ai::^i. Lcceiio:r oi n ,?-'al \r Pour AAA I lA-i - tl-.;ti nc|l /-lr rr,a : !l-ne.'hckei i.Io. Vll-75 Cu,Yds.Piaced iZJ+ '. t i.;.>ri Ct. iO pni A.rit.J-Jilcc*, -T:. r:e Daie i,io]iec:. t16t/4_Time: 10:+0 a4ur::rs of Sanpie#T tiartl :,lois. ?.ccr consl'eie renp. #j-f:" Qlrr-n z,tl V/'t.-iir Conier:! 4.I c i{3-66 c 138-53 C 23.r-62 Vol . oi LoaC c1-/Truck 'Gai./Lo:d Teup. 68oF of iresh Conc. PCF 144.2 \\'::e: Cene:i P.atio Gal./Sac< Aii::-.r:'.:re: i.Lil Pozz" . Oz/CY. Desi.3n oy iYaler ACdert @ Pian: Ceneni Conten'- -j:Js -, ?-'\ t:- r..' -t i.'5 -'i ---- *2' . i'I:1) .f .:- - '-. Ccarse AggreE:le Fine Aggregaietr AAEre PCY !D;i.Iia: Cores of Specirnen lto.Tesgs at Davs Aee - !6 r nCl-CaEeS Ee6-u al Ca rl l ll r---1tt I tlI -i sofc 42-64 Sc-ecinen No.'t o/,-.t lDi=e:sions Inches - Std 6 x72 CvI ;Spec!;ren Wt. L5s.3SSD/0.1963 CF VerEh: PCF BSSD Area Sc. laches -std 28.27 Toial Lcad Lbs. \r, Diag. Sl:ear \Lt /,r \ \ia * S plit n ll C39-c6 - ---- '- ?-:+'r: )QT S recif i:C Tes Le d e28 Signed 8.&*mer€ee Sai[ & Foundcfion Englneerirtg f,u ocT I 1974 1033 South Frontage Road LTest P.0. Box l-944 Vai1, Colorado 81657 4O1O HAFBOR PLACE. COLORADO SPRINGS. COLOFAOC E()917 303/ 596-7647 liponr cr '?cltcr.it; r s-sJg,_€:n:_I-STi-.:- P.ST}'4 ]iIE?iIODS INDICi.TED Cor:::;c-.i::rier Ccnstru.cti_on Co:l ]ob Nc f0L-1 tab. Ii:. _ La4-l-O7!-27t-) Conc. Cc. Porto iii,x Tlne lr.lixei ?: Co a,,r _ in Structure Ra:p Zno io 3rci l-evel-. f^trr.trr;-Fv\J v -JI tlg. i Lcci: 1i.,-.:'r cf Pour i '1 C-2q nr.t llFll |-.'EJvll i:.r.lc!: :\o. 86!rcket lfo._Iltr6g__ Cu,Yis . Placeci 8,{+ Tine Arrivec 8:00 aqr D3l.e Iloli-ied: E/6/?4 Time: 8:h0 anlCurinq of Sanple:Ei iab. &l-'] lv/roist icrr:- t 3t:5e * G 3I-65Concrete Tenp. 65uF, Air slut'p.--il-- \t'c- c i{3-66 rqjllp. 04. I of Fresh Conc. PCF ial . I A:.; Coniei,i r - 5 '.'. c 138-63 \r Zi:- C i cy/ Irucr,Gei,/Loeci -Vol. of Load 'ili5t€r Cenent Ratio Gel/Sack Water i.dded @ Plant ,- i='= Si+-e 9 - Airri>:rure: .;96 pozz. O z/Cy iLz c .r, Cenerrt Content ?CY ?CI FCY i'Ii-r: llc.: Specs. 6 Sack Ccarse Aggregate Design by Fine Aggregate tr< lt vaq. vv DrijjeC Ccres c 12-64 Specimen i,Jo" Date Tested ;Di:reasions Inches - Std 6 x 12 Cyl ;Sces!;:ren ii;i. Lbs.sSSD/O,t963 CF 1\Telg!.rt PCF BSSD l.-*ea Sq. lnches - Std Cyi 28.27 Tot=l Load Lbs. _ ,. : .. . - - .,Teits at Davs Aee - i,as'u no.nf (r'c.ni n arr r ) i.r", L:r Fre c: u ie (r) Diag. Shear (2) Cone (3) Veri. Soli.t I Iii :^-isueaqth - Actual PSI C39-66 Stre:-..1th Req'd. FSI Specified GAB R.c:r,-;:'ks Tested By!Sampled By: o 1 1974 llest1033 South !-rortage P.O. Box 1944 Vai1, Coloredo 8L657 4OIO HARBOF PLACE. COLCRADO SI'FtNGg. CCLORADO >-'.. '' 303/ 596-7647 s:i!l:GTIi 0gr RoaC flu €.&rcr€se Soit & Feundctierr Engineering RLPOF.T OF CClj'JCll.tT; FII:1.) :;STS & CClvrI'FllSSi\E F.ST ld li5EiFiC D-c I l'I L'ri Cff iD c.er Construc-bion Co Structure fcb l,ir l0l:l - --_Lab. l, ,:, . \Cq-!-( t'-)- =j r:) :-^ F ^ 1'- !JiJ;,\, ' \J..,. Ti:rre h{ixeci 'l ::1, Trcket No. ''r-11:j2 Cu.l1is. PleceC l-a Tir:ie Arrivaa t:C:: Dsrr 1.:cJied:Tlme:9:00 Cur:ns of SamplefiE Aleoni :''!oist P.c::- a11.1 r:r.1, oi lr tir6!r n q 3r-66 .'^J- ^l I .i l] : 1/r Te-in a aoP Qlrrr-.r -- tl c:43-66 \\'i. of fresh Conc. PCF__Jr-:*j_ c 138-63 -!/ Ga!./Loei - -rVa:c: Ce: e::t Ratio GallSack 'iVeter LdCed @ Plar:t_;.__ lc: iGell Cement Content iCY Coai-se Aggregate ?CY Fine Aggregete ?CY oz/cv Desrgr by Drijiei Ccres c 42-64 Speci=en iIo. Da're Tested i::.e.-.sic'ns inches - S'.d 6 x 12 Cvl ge ;!;rel:rft. Lbs. BSSD,/0.1963 CF ite:ch^,. PCF BSSD A:ea Sc-. lnches - Std Cyl 28.27 'r /\ nf fincni;.:.ar+ iTyp+ c: (I) lPra c:u:e D iag .I Shear (2) Ccrre (3) Vert.Sclit ! !St'e:q'.h - Actual PSI C39-65 Stre:.;:h Req'd. P I Specified A26 Re::::-- i; s Teated By: i,. A. L,ecnner'Sarpled By: G. iianzari SiPed €.&snff€r€ee Sail & Fsunduticn Erigineering F.;pori:r oF cot,JC.r..iTi: riE:D TisTS g Cfl1;.il,r.ts:.T"!-t s_riil'cTt{ P.STT,{ }.I;THODS ii.IDiC,ITED n[ AuBgt1974 1033 Sourh Frontage Roed West P.0. Box i944 Vail, Colorado 81657 4O1O HAFAOR PLACE. CCLOiiADO SPFINGS. COLORAOO 8OSi7 303/ 596-7647 ?rcj ect i:ceiioir o: :cu?-iri Structure_l |ob l.;''- _ 104-l- i.ab. !:. " 104-l--(J5?:z::.4) _ Conc. Llc. Porta i i-x Top of ivater pii ? i nre l"l i r eri --r ;r . .i I! nylr Truc< Iio. 852 __ Ticket l'lo._ t/11i9 Cu .}'ds .Placed 23 Tin-,e A:rivel_ 2iOi-_Bfn_ VaiI Transoortat,ion Cenie D:'re Molie;: , 8/2/?1.- Time: a:OQ pn Curing of Sanplefr i+br f.lf !/roist Rocn G 3i_66 -i 31:66 -Ln-'.rlr.ate :Ta'nn '7a"8 di r^ Tara.n .ln"--v' 'tl!l. s, vE : \t-uv. I t - * ..v. -v I Slump !4 Wt. of lresh Conc. PGF__U-L_6-_ 115 ign;sn: :).5 ?': C iz:3-66 Vol . of Load cy/Truzn \r ZJi - O.: i'; Z .l,z : Oe C c i38-€3 i\'iier Cei::eni Raiio Acmix:ure: l,€A o=/cY j.ilx No.: Specs. Design b'; GallSack t't'ater AdCed € Pian-; .. icL Si'.e l-i i^- l\ ' lui; L j; a-\' i-/- q r -/ r'- - '\JI J!: !-'j.: -._Cer,reni Contecl Coerse Aggrega:e Frne AgErega'.e PCY I t-.'L^: . 3 /4'='' Drilleci Co:'es rSpeclmen ifc. iD:te Tesied :Di:re:sions inches - Std 6 x l2 Cvl ,specine;: 1.',.-t. Lbs. 3SS1/0.1963 CF ;\\'ergh? PCF 3SS,j-r i.i;ee Sq. inchcs - St<i C.rt 78.27 ?cial Loaci Lbs. Tests at Davs Aqe -indicates test at Last no. oi S;ceci::gn !io. ;'l 2i 1?i'.oe of i- i | :3 C:Ui'3 I (r) Diag. S.ir rt ; r (2) Cone \rj Veri. r*-itl;l Solit iS'.:ength - Actuul FSI C39-65 S::cng'l: ieq'C. PSi Speclfied ,:J P.i:l:af i:.- it-.;a '.: i ..j i h-i :t a,-itF,-,.i ^,r.. iai l,:-rr .r.r c -nk: tlrl!__JG! I Tested r1"-: i" 1' l ecille:'Sanpled By: L. A. Lechn$i-gned BY: e€ ql_F OCT 1 1,97,t outh Fro:rtage Road Ltest P.O. Box 1944 VaLl, Colorzdo 8L657 4O1O HAIiBOR PLACE. COLOAADO SPRINGS. COLORADC 6CrJ17 303/ 596-7647 5oil & Foundeiian F.r|lsrneerttiE : -,,!$B!_c;'_!_Qjcliu ;iciu iisrs 0 P.ST}.{ ]"IE'IiiODS Ii.IDiCATET) Lr: ce:ic;: ci 2nd fJoor 9!/.io^i.si I lr6ln.qt3r'uati On Centef Four-in structure 1g-2J on rrArr to ilBrr Line,i conc' co' jrucir l-o . ,l-, slab. Ticket 1'le. V1i07 Cu.Yds . PlaceC J. A. i{yder Corstruc-uion Cor. Time lviixeci ?inie a:riveC LO:2O an D:ie l"tclied: Concret SIump rFor'r-. o>Ot+ vdr},. l.- Time:l-2:00 Curinq' of SanpieflK l^ab. &n ],,'1oist Fccr,!-J,- c! Lt -c 3t:66 --t-oo t-' ZJ -!- O L 11vol- ci Loao I cy/Truc:< .Gal,./!oed \1't. of Fresh Conc. PCF_-149.L_ Air Conieni 5.L 9! c 138-63 \\'eter Cene-t Ratio GellSack water AddeA @ Pleni , iob Si:e Ainixiure: .t'IA l(iv \-- .i\ir.Jr -\Lr.. az/cv ,'a. - r!t\Jc r.r Ce;irent Content - PCY Soecs. 5 Sack Coarse Aggregate .i- L. r \\rcr.' Si: /C." re Aggregatell AqErega-u .PCY - iaet -no. tJ.L i ./i": :; Design by DrlUeci Ccres c 42-64 Specimen i.Io. Date Tesi.ed Di:ie::sicrs inches I - Std 5 xI2 CyI BSSD/C.1963 CP i'eight FCF i,SS) !tuea Sq. I:iches - Std Cyl 28.27 Totel Loed LLs. if>'pe cf Fr- ct u:e 0) (2) Dlag. Cone Sl',.tar (3) Vert. ;---"- ItitSpiit I lS'.rength - Aetuai PSI C-?9-65 Stre r-g:h Rcq'c . PSI Speci fied ';ed Rcnarks l.le:lectert-- Tested By: L. A. l,echner /e/74 std I uto Sanpled By: G.l,'lanzari Signed BY: o RT ocT 1f74 €.&;ffi€r€ee Soil & Foundution aa.tnglneeilfts iiPoriT oF cc)!{c',-.lT; 1033 South Frontage Ro:C l.lest P.O. Box i944 Val1, Coloredo 8L557 401O HAFEOR FLACE, COLOFADO SPRINGS, CCILOTADO ACA17 3031 596-7@7 iiL:If TisTS & CCrl/,PF.ESS,I\r'5 STF!):G?i{ }.ST}J !"{ETHODS ] I.IDiCATEI) iCont:ac:l:' I iProject:'ir;.j-L Trar.,e i-i.:.cce;]o:! i: l i 2r,r d f'l r.nr.,t-"***-"- lTruck ir'c- i'au:" i.n Structure i:;-2 r o n _t1 rta:i-on ]ob lic Lab. l.;. ,- itL,-l " . Conc. Co.r-fn i. T i rn.e 7:ZC e:: Ticket lio -_ i/iG95 Cu .Ycs . PlaceC CO .. ?ir,e D=re Mclced: 8,/?/74 Time: 8:40 e.m Guringrdf Sar,pleS. 51a,"! ldoist Rocr G 3l-66Concrei.e Tenp. 55"F, A:-r. .J.'slu-p--;g-- \\'t. c 143-66 - r -O-'| e'r,i?l l_\ 5 fl of lresh Conc. PCf 1i.5.1 c 138-53 cyl irucK }-i i- Ccn:ent 1 .7 oi" \J LJ !-9 Z Gzi./:.cac-Vol . of Load iiYiier Sei,er:! iie"io Qell_Seck T'! ^ -i.inixiure: l^= 1.- toZZ.Oz/Cv I'iix Nc-: ,Specs. 5 Sack . Coorse Aggregate iesign b1' rVater P.dded r.g Piant , ;cb Site o tG=li (Gal) Cer.rent Conte;it eCY Si;./C'-' !'U I ' ..in Drillec Ccre s_ c 12-64 I -1 ests at Davs Aee - I ndicates i;esr at c ast no. of Speci:ren,iic,.-'. Specirnen ir'o. l-Ol1-]547-7 ,18-7 5', C-'t l, lDate Tested i/g/Zt+8/,q/7 Ll t /16/74 iDi:iensiel,c inches - Std 6 x i2 Cyl S'r ci itLt gecinc:: 1,!t. i.bs , BSSD,/O.19 63 CI'ta. ri1 iieisht PCF FSgl 't !'7. 1 t+).o 'l ,,.; o ltuea Sq. inches - Std Cyi 28.27 28.27 28.27 zt.z7 Tctal Lcac Lbs.gZL..OC 10f0c0 _1-l-00c0 iT1.pe of (i) (z\ (3) iFr:cture Dieg . Cone Veri .I Srear Solit E E :ll'i I I--rtlL-J nti-tiL-Jiij: I lS':ength - Actuai PSI C39-65 Je"i_/ 7,;i C r j I Streng:L ticq'C. FSI Specified *28 t500 iroo ,I Reraarks \'---f1 Teeted Sy:.L.,. A. Lechner Sanpled By: G. i'':2nzar.1 Signed Uyz/ l/*' \ €.&.rcr€ee RU ocT 11974 1033 South Frontage Road West P.O. Box 1944 Vai1, Colorado 81657 4O1O HAIiBOR PLACE. COLOffADO SPRTNGS. COLOBADO 8O917 303/ 596-7647 Soi[ & Foundotlon Engineerlng :[i'Ci.i CF .-.C]TCF'T; fiTiD TIS?S & CC\4PFIESSI\IE STRi!'JGT!i /.STII }.{ITFIODS I:.IDICATED C r:,:'. :a c'.'-, i : 9vnian+. i-cca:ic;; ci 'T;i"lci: So. ,:'o u r arbl. rul€.;.:.w lconc.co.Struct_ure iO-lU- or ilCil ]_,ine na] I ier Construc-uion Ccn |ob l.r'c. l-0!-l- Leb. l'i;. l_0rr-l--:(5Li:546)._ Time l'.{ixeC \2257 pn Ticket I'lo._ ViO?2 Cu -Ycs . Piaced 20 Tir.re A:rived__j;:O._.pt+.__- Q 31_66 Concrete Temp. ?6"F, Air D:te :\.'1clri.;,.::_ c/I/7 4 Slunp 2* c ]43-66 r{lcarr-' ,AOTI of Fresh Conc. Time:2:00 Gur:ng of Semple$? l:brS! l.4oist F:ccir . \J J.!:oo PCF--lg-9------ Air Conient c 138*63 Gal,/Load I VoI . of Loaci Airb::.i:ie: /..8A i\'::er Cer,errt Ratio Gai,/$ack Water Added @ Plant ,,. Job (GaIi Ce;rer.'r Conteni ?CY i'Ii>: ljrr.: Specs. 5i. ,Sa.ch Coarse Aggregate :-t-: Design by Fine Aggregate PCY tt L tro-l.o'r2f o oz/cY Sire 15 _, _ t\, a t,' S!,-./C'-' -;; Drlllei Ccres c 42-84 T€st6 at - La-at rro. of Specil:en ifo. * r-larro rrJ., o-a i;.. &. Speciner, )Vo. 104-l iLl--t ':2-5L:.i-1,]t t Dste Tesied i/d/74 t /t /'/\&/!5/74 iDi::e::siors inches - Std 6 x 12 Cvl Srd,std_ jSgecir::ei. \!'t. Lbs . ESSDz'0 .19 63 CF aa.v)28.0! \ireichc FCi P,S5.;\I i, r q I I ,Vea Sq. Inches - Srri Cyl 28.27 /6../)t 2,28,.27 Tota] Loaci Lbs.A4'(ao cgaco 102000 irl-pe of (l) {21 (3) I Fi: c:u:e D:ag. Corre Vert .I Shear Soiit E il i;lL-J T r -ti,ii Strengrir - Actual PSI C39-65 "978 3608 Strcr,q: i. Fcq'd . FSi Specif ied *ZU SOOO jc0c 7^6n Renarils_ Tested By:Saropled By : c = r-, ,z :>.r,i Signed BY:2<----n-'---:- L-'.-_-- o nU OCT 1 tg74 1033 South Frontage Road West P.O. Box L944 \tai1, Coloredo 81657 4O1O HAREOR PLACE, COLORADO SPRINGS, COLORADO 8@17 etic cil & Foundqtion €ngineerirrg ;:F,Oii]'CF iC:J{CF.'TI FJf,:D TISTS A CCh/IPFiESSIVII 303/ 596.7647 sTF.i. t iGTII Cc:t:.1 c'.<:: ;der Consiruction Colr 9r ,\ i.-..{ . tru ct.u re ''A|| to nBtl Llne. ASTT,! }J'TFIODS I i{DiCATiI) l{o . VrO66 Cu.i-cs, P.laced L45 ]ob l,it 104-r Lab. li,- - rC!-L-( 515-i.4_0_) _ Conc. Co.Porto Mix I rir.'r' i.r a' h\ a5vJ..f icket Tine Liixer; l-O:59 qrn T j.;:ie Arir-ed_ I i_:j9_Crq* q 3r-65 Concrete Temp. tjlf, Arr Curins of Sample$ hleUUC ldoist F:oc; Air Conieni 2.4 ia c 138-63 c 23i-ez Gal,/LoaC - Slu mo Tirne:1,lip_ rto.4'. .) qon n f trra e !r /lnn r- Dr'- F c 143-65 -{iir: '^_ t\:rsct/: s5. ':_ Ccarse Aggregaie PCY ] i'2--: j .) /": -: -- Desig:-r :,y Drilleci Ccres ri2 - 64 Specir,:e:i i{o. D:te Tesied Di:iens.!o:,'s jnches - Std 6 x i2 Cyl Specir..;n '',tt. rbs. ?SSDz'0.1963 CF \i'eight lCl F.:;SI; tuea Sg. inchcs - Stci Cyi 28.27 Tctal i.ceci Lbs. Tests at Da ni.icaies i9+ .|J Cl,i) w lllJ.oi Speci nen dave of3a + T1'pe of Fra c:ure (i) Dlaq. Sheei (2) Cone (3) Vert. Solit lStrenEt5 - Aciuat FSi C3Jo-65 S:reng:l ileq'd. FSI Spccif:ed i.cnar!l:; JOb iup-,,. acCected.. Tested Xy: G. llanzari Sanpled Signed .if;.&rcrfEe Soit & Foundaflan EngIneering iiPOi'iT CF CCI'lCF,tT; Fi[:-D T!5TS & CO\,',I'i.IS.SI''," Sii:1:GTH A.STnii t.,IiTi{olls iiiDICATID 1033 Scuth F:ontage P.o. Box 1944 RU OCT 1 1974 Road West Vai1, Colorado 81657 4OIO HARBOR PLACE, COLONADO SPRINGS, COLOFAOO 609T7 303t 596-7647 C i:: t:a u-'- -. : : ?roj ect: \n-riF.r!ccetio: ci iour in Stru ctureZr..rl f 't nnr- o'l =hj|:grlvvr Truck !{c. E5O |ob ljr Leb. l.-. lOJ:-i-(SZo-rj* _ Ccnc. Co.tr Line ?icket iD:te llcjiea: 8/l/7L,, - Time: 9:OO ari Curing cf Sanple'{'S, l-b.38 lvloist Roor''rp 3r-66 0oncr.ete Tenp. 66oF, Air Te:rp. 5OoF - ll-bb Siump lL Wt. of Fresh Conc. PCF - -i4r+.a--- i.rr Corient r.7 ?3 c i-r 8-63 c 23!-6? Vol . of Load i, cy./Truzi Gzi..zioed - '\\'s:er Ce rient ilaiio GaI'/Sack Water .r.dcied tg Fjan'- ,. Jcr Siie Fozzil-iih AridedAinixru:e: .t.IP. \\:; r ;(Gel) Si(:/:.-Oz/CY Ce;ent Contei:'. Design b1.r Coarse Agg;eEeie Fine Aggregatett !-r:*l'ege- iDrilled Cores c -12-64 Speclrren No. aie Tesied iDj:r,easions inches - Std 6 x 12 Cvl ;Speci;re r: ': 't. Lbs . BSSD/O.1963 CF \veishi ICF ESSS lLl ftuea Sc. incires * Std C-vl 28.27 Tctal L;eci Lbs. Tests at Dav6 AJqe - LaSt i nc.:-icaies tesi ai davs of nf (r-,a n i rtcr. t._nvr: rrv. 1!ype ci (r) I Fra ctu;e Dieg .I Shear (2) (3) Cone Vert.'--lilTSplit Strengih - Actual PSI C39-65 Streng:;. ieq'i. PSI Specified.,-Ze Renarkr I u'ru -llb.Zt i 2b.27 u' I 1i,=C0O 00 | 15c0 Tested Ey: G. I"iar,zarl Saupled G. i'_e,nza:i Signed BYl o 6. Soi[ & Faundatio* ?.Englneerlng iIPOF.T OF C3:.JCFJT; F:I:.D T:STS & CC\4PF:ESSI\E STFi]']CTH AST]\,' I.{ETHODS IiiDICATED (]r--1-;cr--r T l q*rr,,a-a lrn-nc*r-,:';n+i nn irrnqr-rvrrre,. u . J!. rr \,.iE! \,L/llJ u.f u,- v_r_LrII v\J!!rJq.l1v Tr-uck Nc. B('Z ;E€ flu. (}CT 1 1974 l-033 South Frontage Road Hest P.o. Box l-,944 Vai1, Coloredo 8L657 40TO HAFBOR PLACE, COLO6ADO SPFiNGS. COLclFADO 8O-3i7 3031 5e6-7U7 ]ob lic Lab. I. -.. - _104-1 _\c4-L-(j23-r2il - Conc. Cc.Porto i:rx tr.r cture Li ne beiri T!me Iicket No. V'i 0+0 Cu .YCs . Piaced 2!! ?inie D:te litlo.lc:eC:7 /3!/74 iims. j:00 prxCuring of Sampleffi 1=qb, &[ !./ioist F.cor:-t st-ee * Concrete Te:np. S!ump_,_ 2 G 3r-66 Qn!= L-i s\-i \., _ r rL.l-I wt. Temn. Eii"F or iresuElc. C ir:3-66 Vol. of Load Li PCr__42._9-- c 138-63 cyl lrucK. I ir larl:or.i l, ,C' |.//a w zi:-Qi Ga!/ioaC - \f-ter Ce;:.e::t iia?io Gal,/Sack Water *-dded @ Pian: .,. ;cr S::e l-7 - oz/cy (\J c l,f Cenent Conteiri ?CY Coarse Aggregete 9CY iinixru:=: AEA i ii.x No.::-L:L'2:: : J ./"r - -- Design by Drllleci Co:'es c 12-64 ; j., -:a., Tests'at Davs Aee - I., :n,-li caies ie.st at *st-no. C,avs oi of Specr-jxen lio. Specinen ilro. l-0!-l_5?1-7 lll:- /q25-t i, Date Tesied 8/7 /74 b /tl,17 a ):=ensicrs inches - Sid 6 x 12 Cvi qn,l sid pecimei.' ii'i. Lbs . ESSD/0.19 63 CF 29, i, feight iCF 9SSl L43.7 a1+?.4 i.rea Sq. inches - Stci CyI 28.27 16./ l 28.?7 t(, - 11 Tctal Loaci Lbs.g,!40c 91000 96>ao r1'pe of (l) (2) (3) Fracture Diag . Corre Vert.Shear Solit il E lll*l l Tl i r-lili;_.--i I lS=ength - AcruaI PSI C39-66 .YO2 jL+77 Sirengil Req'd. PSI Specified '&26 ]0o0 5000 jcoo I ienrerk s Tested iry: L. A. Lechner Saupled By: G. lr;anzari Signed By: j-r /l/ hu--:4/J 8"&mawr€Ee Soil & FoundctiEn Engineering Rrt ocT t 1974 l-033 South Frontage Roa<i Hest P.O. Box 1944 Vai1, Col-crado 81657 4OI O HARBOB PLAC€, CO LORADO SPFI II.{GS, COLORADO AG i ; 303i 5S6-7647 !:EPOFT Oi CC)lJCF.tTil fI[^.; ]) TTSTS ,i CO\rrPF:ISSi\'T STFI:l':GTii P^STIf }..lETIIOD-S INDICATED fcb l.,i,-_ .. 104-r _ -:;-ce'.tC.t of FOUr in$3l| to ncll Line. T:-,:ck I:c . 8'c5 Struciure Ra:r-o i-2, Line 2{-28 on Ti'cket po. Vl-055 Cu.Ycis . Piaced Lab. i -. ]94-1-(5r?-52a). Conc. Co. Porto i''iix Tlme liixer+ ll:Oj an Tinie r-rriveC t2:00 :--r=ie ivlclcei: 7 /iL/?4 [1ms;1:22 pl Curing of SamoledJ(I-6b. &n lloisr Roci::- L--,t-L/ Jl:COc 3l-66,l:r'aar"af l' ril r:.arr gSOn-- A; -,- n^'lt-, f,..'Oa'v\,r!:.ul v 9,t rr-irtv. ..4t 4rr Slunrp , c 143-66 Vol . of Loaci \Art. of Fresh Conc. PCF 145.o Con"eni,1\ rl ;C b' c 138-63 Ga 1./ioed V L3:-i! i\'-'.e: Cei:e-t Retio ?czztLi-"n Added-iinix;uie: AEA Gal,/Sack Water Added @ Flant oz/cy ,Cement Content ii::< lric.; Specs. ,5 Se.cii Coarse Aggregate Desigrr by Fi.ne Aggregate -.-.:4t"" (u3.i.j .F L,I -siie i.--!'[.J (;.l. 5L:\\2 J ,'- -_: D;lllec Cores c 42-64 Te-ats at Dava -Aee; -'i-i ^^i^^ -a-r-! Il(L! {. G. U lJ i) U s,J rr - Lasi- no.ai da,'rs of of Speciaen I'Io. Specimen iio. 104-1-5L7-?t I l)-'/5:l q--r I :Dete Tesied 8/7 /74 8/L+/'./ 4 I t D:=ensions Inches - Std 6 x 12 Cyl sii sid .S!ecinneii',ft. lDs. BSSD/O.1963 CF (.,)1n <-) :\i-eight. PCF BSSD L)4.7 ii:ea Sc. !.nches - Std Cvi 28.27 ?8,?7 28.?7 10 .1/ rlcial Lced Lbs. I t.020co i0i000 ll5OCO ,T;;pe cf (t) (2) (3) iira ciu:e Diag . Cone Vert .i Shear Solit E E r--1l*!!-_i r---tfttt iS';ength - Actual PSI C39-65 z.4,oR -r,4|-7 1J./ I J o5b S:renglS F.eq'C , PSI Spccif!ed ;a,r I i.cnar)<s i',!c vioi'olc l-,t;oii.or fa,',-r Tested By: ._i-/* I -t: ( Sanpled By: G. l.lanzariSigned vy'. I [.+.*':jt' s €,&trtrffir8ee Soi[ & Fsundction lngrneeilflg Ru (lCT 1 €74 1033 South Frootage Road West P.O. Box 1944 \tai1, Colorado 81657 4O1O HABBOF PLACE. COLORADO SPBINGS. COLORAOO 809I7 303/ 5967647 TEPQFiI CF 9O!j!F.!TE Fie LD TiSTS & CCNTPRESSI\rE STRiI.:GTH F.STT{ hIETIIODS INDICATED clei Consiru-ction Co ]cb li,- . Lab. Iig . -:-cce:ic;l oi Pour innBrr to rcn Lina, T;r:ck I'lc. 855 S tru cture Ticket No .- l,'iOZ? Cu.Ycis . Piaced 154- Coni. Co.Porto l.iix Tirne L.iixed 9:1q arn. Tirne Arrived ',, Date llolCeCt .?/iL/7+ - Time:il:oO a-,Curlns of Sampiet{ },ib,-&fl Moist Room. : c^3t-66 c_Ccncre'ue Tenp. ?7!_, Air ?e::p. ft."FUOncrele Ieilp. ,_/4-t AaX le:1p. l!-f '_:.- -"-...i .'. .:l:..'.' i Slu*p-l--wt. of Fresh c;. PCF-142:Z- -' Air cor.tenll lCir-3-66 Cl38-63 ,' CZS]-6? ,:'\",, .t'lO-OJ i .' . \,.(.JL-04 .; '; Vol .ofLoad - I. "yfiruck 'r\':ter Ce;,-,ent Raiio Pozzilr th AdaedAinix:ure: AXA i'f u'. No. : oz/cv Specs. 5 Sack GailSack iDesicn bv 42-64 - LE*':no. Speciaen i'io. lOir-l 5L?-7 Dete Tesied 1/7 /'i4 t) /? /? :t 8/:tL+/74 .. .1.'.t t: rr.+:..."ii-', Di:rersicns inches - Std 6 x 12 Cyi sid Spec!::rer \Vi. Lbs, SSSD/0.1963 CF 27.7?a/.c2 \reicht PCF BSSD I l,'l D.'l ,, '1 O r1+u.l .l ii"ree Sq. inches - Std Cyi 28.27 ?8.27 Tcia! Lcad Lbs.?720C Cl'O0O lCZOCC tT)'pe of (l) , (2) (3i iF.ac;u:e Diag . Cone Vert.I Shear Split E E i--1I rl'l'i f T f-lU lQ'.on -r: h - Aciuel PSi C39-6b 2q21 %aJ S:re r.gih Req'9. PSI Specified .t!Z,j Srao : trr\n ien -rks_ Tested by: t Sarpled ry: G. i'ianzari Signed Byti Lva---"t-'":y'. l-G33 South Frontage P.O. Box 1944 RII OCT Road West 1 s74 8"&rcr€Ee 9oit & Foundaiisn Engineering F,.!PORT OF CCttCF.ET; illlD TiSTS & COlrtPF;ESSI\€ SiRtllcTl{ F.ST}.,{ T"I;TFiODS I NDICATS') Vail, Colorado 81657 40IO HARBOR PLACE. COLORADO SPBINGS, COLOiiADO I'@':7 303/ 596-7&17 Cr:t:a c J.A :fi +.1 llln T.i ?,t 5 Truck No. 86f iructior Con 1o+-r--(505::5.r9L. _?rciecr: . €IALI 'r'ranscorie.ti-on Ce:lile\ Lcceii.on o! lour in Structure Ra-i:.n I-2. Li_ne 2lr-23 on Porio li"i x Tirne Sjged;t-,:+ Time #iH 6 i cu a.r-i ' T:'ansooi'iati on Cen \f -ier Ce r,rer'u Ra'.i.o ?ozz:l:-.at Adi-edAcnlxrure: A-EA oz/cY GaIlSack Water Added fd Piant - T.r]-. Q,i rrr -l q ia: !). tvb-r jsi; /c:.Cement Conten! t\: q J.,l :'L. ] Coarse AggreEaie_jCl ' \ r'. ^ _. f ! I ':,'-- 7. /:;'= J 'rw\..i:r Drillei Cores c 42-64 I 'l ests at Da! nari.ce.-ues 'sAee - I ia=i_ ti- r ;ds: no \\d.a narh rJ^ S pe cirnen l{o . lOtl-l-;nt-r i, Date Tested a/7n4 8/7 /?- 4 ':: / l-t /7 ': iDl::e:rslons inches - Std 6 x 12 Cvl S'uC Sicl ?eclneli \!'t. Lbs. BSSDT'0.1963 CF 15.ut 2i ),f Yeight PCF SSSf L42.9 'l ,, ;. q li:ea Sc. Inches - Std Cyl 28.27 2i!. ),1 aQ../ fc:el Loac Lbs.r_0!00(99800 1i5000 ii-vpe of tI) (2) (3) iFreciure Dtag. Cone Vert.i Sheer Solit E r n T IL--i i I iS';en;th - Actuai PSI C39-66 -iq 4n t,n^\ S::er.;:: Req'C.. PSi Specified -Z,J :i = a?l ierarks Tested ?y:Sanpled G, J'ia:rzalr Signed BY: €.&emsr8ee Soil & Foundation Engineering T'POFiT OF CC]TCF,IT; fi[:,D TISTS .i CCMPFIESSI\T STR: }:GTH t fiu AU8 2 I €74 L033 South Froneage Road West P.O. Box 1944 Vai1, Colorado 8L657 40l0 HAFBOB PLACE, COLOAADO SP6TNGS. COLOFAOO 80917 303/ 596-7647 P.STM }"IETHODE i]fDICATED 't n,,-'l Lab. l; -. l_O4-1-(L'.r9-2!LL r'-^-^ ra^\rvrr9, \Jv..Lcce:,:.oir ci ?our cn t!-{rr Line. Truck \o855 in Structure Time Mixed !.?-:?i; nr- Ticket No. V0999 Cu.Yds. Piaced 6i iirne Arrive,j l-: l'.0 om ' D:ie l,iclrec: 7/30/74 Time:3:00 pn Curing of SampieF{_ iEb: _&!-J l"ro!st F.oonn_ !-J,- A r- t-, i I:-OO ...q: 3i-66 4nrr^-aia flo-':n 14v? A-i z' S]unp 5 Wt. t- l.+J -DO avol . oi Load o Tenp. 80oP of Fresh Conc. PCF ' t i- r.'^-.^-+ ,, _- o'tlLr vvtlLgtr|. -..t /a c 33i-5? t-7t/tl.rzn r41.6 c t38-63 cyl lru cj( \\i5:er Ce;r:e::i Ratio _ Gal,/Sack wat3r Acided G: Plant ,. Icb -ci:e iinix;u:e: -i-EA oz/cv Deslgn b;" Driiied Cores ,Speclnen lrlo. iD.t" Tu":uc Dl:eils:c:rs inches - Std 6 x 12 Cyl .S3: cir,er 1,'/i. i.5s . SSSD//o .19 63 Ci '\\-eight PcF 35Sf iA-ree Sg, lrc:res - Stci C.vI 28.27 ;Tci:i Loail L5s. r.J, Cement Content \\-)3i/r PCY C"' /r' - . Coarse AggreEaie Fine Aqqreqate/t,tt i;;-^'.-1-+ Tests FCY 2 t^t' t^ ' ge- ia" Last no.ln,::-'i *'r.r I (2) Cone (3) Vert.lFr= c:u:e Diag.I Sheer S oiit iS'-re:1gi:-r { ectual PSI C39-66 27.i'2 it:=:k: .j:.:: xur., r:-.i 'l_i.it, l,i ne 'l , 1sl fl-iihi of st,atrs, foo'.-eiS 27.52 Tested .?y:Sanpled By: G. i'lanzari Signed BY: O Rtr Au6elEl4 L033 South Frontage Road West P.O. Box 1944 Vai-1, Colcrado 81657 4O1O HARBOR PLACE, COLOHADO SPRINGS. COLORADO 8@I7 303/ 59G7647 8"&sneur8ee goil & Foundciian Engineering iLPOiiT OF CCl.,lCF.tTi iiELD T;9TS & C-9\{Pr:ESSIllf STil}lGT{ AST}I I."{ETI{ODS I iiDTCATED J. -4.. H der Construc+,ion Con Jcb li,-' 104-i ._ Lab . 1i.-. . tO+-t- ( ir9 i-l9jj .- Conc. Co.ii,cca'.io;r cf lour in St:-uciure i to ,,gt' Line, 25-?9.iTdil6T2-f on lTruck Nc. aj, Ticket Tlme -lv{ixeci 7: ilO am Iio.-yq?dj-cu.Yds.Placed 5tr it",=5*8f,@. Date lvlctiei: 7/jC/71 Time:._ci:50 amCurins of Sampte.4 AlergD lhoist Rccr: q 31-66 Concreie Telp, f!1, _4.rr S1ump__Z_5/j:-_ \/t. c t43-66 ,l,o-.,-r.\ i\\- k, of Fresh Conc. PCF__]!1,!_A ir -nh:ar,i i, l, 3at]'L \r\JrtirJra! +.+ .'J a- na't '^\., 4.rr-Oic 138-63 Vol . of Load cy/Tiucx ,, .;+'_-L|, lUf! z:.. :r ix .:N ZZ)22 .Cr iLr: lnt' l.' I I'ti IITtrI r I h a-;;ed i-,!e::: ea'rio Gal,/Sack Water Acicied (g ?!ant ,. iob (Golt Cemeni Content PCY --Specs. b Sack Coarse Aggregete ne Aggregeterlr-{.rireiat PCY : qi!a 2!i:- ' ' ----i:-z---. a/\- r\,trtJ U I,l sF:.''c'."e: AlA Design by Drilled Cores c 42-64 Tests at Days AsettF-.# -L::u-J! Lr, v (i: (/ ti.:) l, cr. L T'^F+ - ^J-rao , tiv. da.ys of oi S*recilen llo Specinen l{o. l-01r-l-!,o7-2 t,ot,-,7 ,r oq-t /i Date Tested 5/ 5/'/ 4 E/6/?+ii /\7/7 Lt ;Dinensicns inches - Std 6 x 12 Cvl I sic I Slecirner 'r'/t. l5s . 3SSD,,'C. i9 63 CF 2?.t:E 2- -ii,?co.ui ili'erght FCF 9S5].l.r-2. O l-tr.7 f i;ea So. I:lcres - Std Cyi 7e.27 15.4/1(]-.1/ Tctal Lceci Lbs.L00co0 99OCC :07000 iTi'pe cf {i} {?l (3} lF.u.trto Diac. Cone Vert.I Siiea:- Spl rt E E ir!i'*-r LJ !-_li- | _' i a__-j lS'*engih - Actuei PSI C39-65 3rJ7 c S::.:ngi!: ieq'c. PSI Specified ,ZJ ji g :n ,.r rli :; I i! :fl __i I I I Tested .tty:::a11Ae.f 1 Sampled By: G. i'ianza:'i Signed BY: €"&nmer€ee Soil & Founciatian Engireering ?.iPOFT Ol COl{Cff.lTE FiDLD TiSTS & CC]r{PF.!SSI\4 STRE}:GTH i ST:'vf lvf I?HGDS iiiDiCLTED...- fllI AuB2t1s74 L033 South Frontege Road West P.O. Box 1944 Vail, Col-orado 81657 4OTO HAFBOH PLACE, COLORADO SPRINGS, COLOFADO 8@T7 303/ 596.7647 - caar'ruc{ Nc. cot) Jcb ltc lOl+-i - * . Lab. Iir. 1o4::.-Ga7=+2?).-. Conc. Co. Porio l"1l-x Tirne ldlxed -1 : iii :rri"- -' ' - Di;; ;;-----'---=':-z- - Ticket No.V097l Cu.Yis.PieceC T4 *ii1;ig'A+sK--llqQ-gl-- Lcce:io:r ci ijour ln S".ructure 5t FF.*.?ffT rif+ 'l ii+:r9, ! Jl D:te lls!cec: 't /29/74 Tlme:}iO prrrCuring of Sar.rpleS !ib;"&tr lv4oisr F.ocn: ccncrete rerp. &tl-llc 3I-66i"F, Ai-r Te=p. 77"F Siump _,1$ c t43-66 Vol. of Loed 7 L 3I:65 '7. Wt- of Fresh Conc. PCF----143-.4 Air Con'tent' l+.7 % C Z'ri-87c t38-63 cy/Trucr .Gai/!oad I \\'3ter Ce;-rre::t Raiio Gal,/Sack Water Acicieei (s!' Ptant ,. job Slie- l-O Adnixtu:e: l€A oz,/cY ,Cerner.t Conterrt (Gali . -PCY '/-- - llILJO I i si: /c:' i'!j.x No.: -Specs - j* Sack , Coarse Aggregate Design by Fjne iggregaterr AgEre Drilleci Cores test a't Specimer No. Date Tested iDi;ieasicns inches - Std 6 x 12 CylI ;S-reci;,e;: ".ti, Lbs.BSSD,/O.1963 CF Veisht FCF BSSD Tcta! Lcad t t/r - .PCY t uz-: "- ily.oe cf lPra ctuie (t) Diag. (2) Cone (3) Vert. Shear Solit I lSfengt:l - Actual PSI C39-66 Strer.g:r,{eq'd. PSI Specified,.rZB Area Sq. Inches - Std Cyl 28.27 Renarks lianzari Saupled G. l.ianzari Signed €"&msn€ee Ssi[ & Faundafion Engineerlng ;.EPOIT Oi CCI{CTITE ilIlD TTSTS .i CCh4PFTESSIVI STRE}]GT]{ P.STM }.TiTHODS II{DICATED Ru Augatig71 1033 South Frontage RoaC West P.O. Box 1944 Vai1, Colorado 81657 4OIO HAR8Off PLACE, COLORADO SPFtNGS. COLOFiADO 8C917 303/ 596-7647 /- nr.t-;r z-- . r . ?rcject: . Lcceiio:r ci ranp 2-j. lrrrck !to._ .trO Ticket No. VO9!.7 Cu.Yds.Piaced Time L,lixeri 7:37 ar Time airived_t :.:E-_ar:__ iob lic i.c4-r. _ Lab. r: -. 10!-r_-(481_-!i.6J Conc. Co. Forio iii-x D3te N,lolded: ?/29/?t Time: 9:C0 a_rn Curinq of SampletrT Lab, &i-']. -C 3t:66 ,T Moist P.oo::: concrete reup. r*%]t;ttt" Slurnp ql___Wt. c t43-66 PCF__-U.'5*-8-_'_ Air Con-repi 74o'J. { 'a.. , C 23I-Ez Ten-n AroI' of Fresh Conc. \fater Ce:r:eni Ra'.io Gal/Sack Water Added @ Plant_1__--l.ob SiiePozzilith adCedAiriixru:e: AEA oz/cY t\-, q l,.Cenent Content PCY I"ljx No.;__ ,Specs. 5 Sach Coarse Aggregate Design by Fine Aggregate Drillecj Cores c 42-64 Specimen lrlo.loq-t Date Tested Dinensions Inches - Std 6 x 12 CvI Specirneri \V'.. Lbs. 3SSD,/0.1963 CF Weight PCP BSSD A;ea Sq. lnches - Stci C.rl 28.27 iTctel Load Lbs.- T1.pe of (1) Day6 Ase - Le-sf no. of Specinen Fracture Diag. Sheer (2) Cone (3) Vert.Solit lrll I lS'.rength - Actual PSI c39-66ffi R c'lTt tsrk s Te6ted By: Specified Sar4led By: G. l"lanzari Ru, AU8e1€74 1033 Soufh Frontage RoaC [r'e s.E, P.0. Box 1944 Vail, Coiorado 8L657 4OIO HARBOR PLACE. 'OLCRADO SPi ',f i 3ffi/ 5947647 r. a ..tiri i ?r{,1rJ'lii0!t i,r g in e*ring RtP'lnT C:' CClicilTi IIEiD ':'iS?S ti CO.',i?P.ESSITtZ Slir.:liGTii F.ST};I };ti?fODS I:\iDiCATED r..- - ^ f ^ Tirne l': ir:+,j 8 : lil an !i;uc.< ,.;c. 86Z Ticket Nc .-VOgZl Cu.}'cs , Piaced_ 8,8 Time Arr:i':a !:;0. an Pour oor slabrrBrr Line. D:ie l,lolCed:7 /2'o/7 ''Time:'l 0:00 Concrete c 3l-66 Tercp. ?CoI, Ai:' Tenp. ?OoJ' Slump c 143-56 Curing of Sample r.E Llb:.&i] Wt. of Fresh Conc. PCF___I*5-_8__ Alt c 138-63 .ovc-t. or Loac c cyfiruck 1.feie: Ce nent Ratio Gal/Sack ?czziL; th addec .:.cr,L<;'.rr:: A-EA Oz/CY Scecs - 6 Sack ]as lEn cy 5riii*'r Ccres c 12-54 tGei)Ceneni Conteni ?CY '..,,Lrill 55 i_lvEr€r(-.lL€_ :!v: Fine Assreqaie .PCY .,/!ttt l) o..itFAIarf 5 _::--]---.:--+---.+_:]_' Tests at Davs Aee - Lasi: no.indicaies test ai days of, iVater Addici i9 Plani l-a -:'- .j - ) of Sceci.r::ea No.'- 104-l +o)-l r-b r-Il- Da:e Tested '''i:. : : -'r ..i 8/z/'.i4 B'iz/?8"'B/q/zt' iDi;reasions Inches - Std. 6 x 12 Cyl I (+,r : S.:cimen i1/t. Lbs . 3SSD/0 .19 63 Cf i\irerEht PCF BSSD l.f,t z L!r! . /'^. .\raa Sq. Inches - Std Cyi 28 .27 2728 ti-z/2?/ l't T:::t Lcac Lbs.3100 98100 107000 I ;T,'p* cl (!) (2) (3) i.Fr:':: ::? Diae, Cone Vert.' she:i srlit U i:tL!1;lL:J tlttt_-J i-lLJ :r:i. i i; J4'70 :t.|-'n t'lij2 . -5.. r.i : :- .i..-r^ ;:51 I t : I! r ,r- _;^ r.__::.-..-=.. rrz3 | JSCO I j5AO i .aaOO | /-:--':.4a..- J -*l-tTesre<i 37: SanrpleC By: Signed lyl.i la,--++ o "&ffiffir€ 303/ 596-7647 iEPCtiT OF CC]'ICF:ET; FIEID T!S?S & CC\lPFIESSITTI STRE]":GT5 Eg Ru Au62t1974 1033 South Froncage Road West P.0. Box 1944 Vai1, CoJ-orado 81657 4O.IO HABBOR PLACE, COLOFADO SPFINGS. COLORADO 8O9I7ioi! & Foundotian Englneering i.,ST l''{ l'{E?iiODS Ii'IDiCATED Job l,ic 104-t _ Lab. Ii-. _ IO4-L-(I+7C-.\75) Conc. Cc- Forto i'l'i xl-c:e:ic:: ci iour in StruEilFE Zj On rrAtr r-r.O rrBrt Line. T:-ucir i'. o. 510 Ticket TimeM_ixed g:lrl ar:rD t .,^ d:1--..---'t'ic. V0922 Cu.YCs.Piaceci l-28 Zlme-4.4tsH,---li:5r-'-3&--- Transcoriation Cente D:ie ldsliec: T/25/74 arnpief,{ lqbr.;o.D lloisr RoonTime: l-l:45l-l_:45 arC;uring of Sarnpie-i* hleU"D loncre te c 3r-66 7>!v, Air Terap. SooF Slun:p Te:p. c 143-66 Vol. of Load Wt. of Fresh Conc. PCF \41.7 Air a a.|rt iAt'ri' A !t c 23!-67c 138-63 cy/Truc...Gat,/r'es4 - \\':te: Ceneni Retio Pozzi-li+-h adcied-icnixiure: AIP. Gel'lSack oz/cv Cemeni Conten',PC}: -'Specs. 5 Sack Ccarse Aggregeie 3 ..',.1" * -, Fine Aggregaie Water Addeci @ Plant-_._;_]ob iGeI) Si:e l:-a Design b-r'll ]ri.ilec Core s c 42-e,4 Tests. at Davs Aqe --i -i* ^-.1-^- +^^+ ^.r-JMt.Lvg.M r.ED t d,U T'. ^{-JJq.li U davs aS ,13 Soec'i :r:.,:n irio Siecinen No. lOlr-l +oY- (470-7 tt?I-.tt Deie Te-<ied 8/z/74 8/z/z+1. /9 /? t* Di=ersicns inches - Std 6 x 12 Cyl std \1-at -< :' al S pe ci;r. e;'l lr': . Lbs . BSSDr/0 . i9 63 Cf 2?.8r 27,87. ri\.eight PCf SSSD 'l lLtl- .7 !\r.7'i:ee Su1 . Inches - Std Cyl ?.8.27 1.).1i t6..'/23.27 ;Jc::i -aed Lbs. I r0fc0c 10fo00 l-10c00 rTi'pe o: (i) 12) (3) iira c:u:: Diag . Cone Vert,I Shear Solit E i:rl.l rnt irl f t+1lt:llilr I ,tl! i9:-engi:: - ActuaI PSI C39-e 5 -jv-tJ S',:'::'.9: ", ie q'd , PSI Specified.r2g 550C 1rlio !:i :: ai,r -; Tested I i : Saupled G. iianza.r:i signed o €"&emEr€ee loil & Foundution Engineering !EPORT OF CCt,rCF.rT; 1033 South Frontage P.O. Box 1944 Vai1, Colorado 81657 rlu AUg 21 1974 Road West 4OIO HABBOFI PLACE, COLOFADO SPRINGS, COLOSADO 8@I7 303/ 596-7647 A.S? }"{ }.",IETFIODS I-I,IDI CATED der Constrnciion Com Job ],',. 104-1 .. . t-ill cl ect: Time l.{ixei -l-.u 3 '-) 11 p1s .i.;--^.s.+9i!.v'4 a. r,rj' lrr.*, *t'rlrl-.a.a a : U.-l O-lnliruck l.Jc. 865 Ti'cket No._ VC9J5 . Cu.YCs.PlaceC 44 Tinie S*89'9! 229!__W__ 1u€ -'--T:&At-_ail Transporbaiion Centi D:i.e ilrtoldec:. 7/26/7t+ Time:l3,QQ_3g Curing of SampleE- Eb._&F L.'ioist Rccrn Corcrete Terp. B.o"rl-li-r Tera_c. 84oI s tu'npj!l{!_22f }u_ wt . c lj-3-66 of Fresh Conc. PCF Ccnier,i_fr.[ c i38-63 Vol . of Load o 23i-62 Ga},/toad - '\\'5ter Cenert Ratio Fozzrlith acidedAcnix;u;e: AEA Gai,/Sack Water Adcied @ Piani-. ,. iob -ci:e j,J (G: li'Cenent Content a'/ /r-"oz/cY PCY Coarse Aggregaie Design by .-aecs. )tj ,5ac5 Di:Ilei Cores c 1?.-64 atT 's Age - l-,ast no. +^^r- ^+ .l^--^. ^i-!9q \, d.u Liq,vE u1 Speclnen No. IOh-l_t.nE 11 t'77-Lt' I lD:te Tested ?,/z/74 8/ 2/? t+8/q/7+I ,D:ne;':sions inches - Std 5 x 12 Cvl S-rd-c+^ :Slecirerr 1,vi* Lbs. SSSD/0,1963 CF 2r An 1\\:eighi PCF ESID !+4. o r r, r i ituea Sq. lnclres - Std Cyl 28.27 t5. z'/.'5. t / l'ote! Lceci Lbs.7 rq2?0 7820c q o ;:^n 1 ii'p: ci (l) (2t (3) iF:'ic;ure Diag. Cone Vert.i Shear Solit il E r-..ilr I 1- ! tlLJ L]II lS::engtir - AciuaI PSi C39-6c 2E01 z'/bb' -!::e:-.q:h Fcq'C . ?Si Speciiicd .); ,)0cc a^n a ;oco .t.::nar-k:Tlu :!:-':-a'1 i.rerli 0n -'i.' ^:t:r']-UU Tesred tsy: tob srie Z hours:..!-----:---r.------ .1O.i1,.{ -,.:.r.l€ I)ef l-Oi sauplei ay: -rTio of ottr est. at 1-lasfile- ext6rfffi signed sy-/n , !l .:r .' 1 -,::il 'i ;lrjilrl ,lll0ll i.rgin eerin g firl AU8 21 t97t Road lies E.1C33 Soucir FronEage P.O. Box 1944 Vail, Colorado 81657 .1O11HAFIgOR pLACS. COLORADO Sritlic:j, ,.-. .-raaO eCS" 303/ 59+7647 ?I?CP,T Oi CO:\jCilTE fi:LD I:STS S CCr-,tPRESSI\A STRIIIGT:{ itSTl.,i l.iiTriCDS i :TIDICATED iC::::::lc:: Ji=!4r :- .. .^b 'l:-.:ci.:\;o. 859 ]Or.-t--{ L57-1+52) _. - Port Time l,ii.xaci 12:C0 Trcket iVo ._ V0893 Cu .1'cs . Pi.aceC /rl . Ti.rne Ai'rrv:cJ.: L45_-- struction Co |ob lJc. Lab. l'i;. _ Conc. Co, 104-1 :.-::ie l,{o!ied: 7/25/74 Q 3r-66icncreie Tenp. lil!, Air ( r,.nrr i 1/t,v:s..r-v 1 -tt -f c !43-66 of ^ a-'r PCF ;'.'::e: Cenenl Retio Gal,/Seck -:czzil-rth adc:eciL:=:;.:iur--: ASA Oz/CY D=:ign ov :,A'ater Added id PJ.ani , f :i i'r'r n-"=:f ,.' -\\:|3 r, ST./C: i.J LS:';:,nc ql.- <':-i-\Jy1.vJ. JZ pc,.w:l Ccerse A.EgreEaie PCY :,t ,. llii:d Cores_ c 42-54 T D 's Aqe - tagt *Iro._..+;e6c at c_avs oi of Specia-en Noi (j. S=ecinen No.frr, -t Lt17-7 ..'- 'J-.^-L!id-'/1_5 Qi: -r-t_L ":,.: Dere Tesied :,'. : .8/L/74 J /?'/7!+ D:::r:rsions Inches - Std" 5 x i2 Cvl S::cinen lvt, Lbs , BSSD/O.1963 CF zc .2) ',":eiEhr PCF BSSD ,r l, q (_t-40.u ii::a Sq, Inches - Stci CyI 28.?7 ??. -2?,2?)2?2A,?.) r ^-:r i i ^5F | 5= 99000 102COO 1i6000 1-"p: c: (t) ('2) (3) 1.,:''a-'.: l Di.:rg . Cone i,feri,Si.--.r: Snii.t I;t_:J r r;li- | liL-j i-': i f--1i--, i" U iqn 2 1r.}i i I o 'i I -*_.-_:*_ =* *. ,, ,__:. :1*-.<--J" \ ..'..|'''^l'r-:r >a ).-r. ceilYt|led By:"-_'F _ Sigoed o &,ffirfl REPORT Oi CONCF,.ETE TJE:,D TESTS & CON1PRESSIVE STRE}IGTH ASTM Iv{ETHODS INDICATED 1033 South Frontage P.O. Box 1944 AUG 2 1 1974 Road West VaLl, Colorado 81657 4OIO HARBOR PLAC€, COLOFAOO SPFINGS, COLOtsAOO 8€'I7 303/ 59&7647 Rrt E. Soil & Ioundolion Ingineerlng f -,- r --'r n la z. )r.r i a r-l 'Vai.r- T:'ansooriat Lab. llc j l-04-f-( ;r:1.-.'r55 ) t =% ii-ccaiion of Pour | 20 2/3 or tr,lrt lTruck No. 1,69 ffi- f i-cor., 18 t ime fitge"{__;li z -e.rJ_ Tibket No._'Igrjgl__ Cu.Ycs,Piaced ]?j 1i6si1iS!,$$-r-5a--em j- D:te Molded: 7 /2r/7+ Concrete Slumpl t/4c t43-66 C 31.-60Tenp. ?ool; Air Teinp. ?5ol' Wt. of Fresh Conc. VoI . oi Load ey'ftruck uialer Cement Rati,o Gal,/Sack WatarACddel @ Pl*nc_,'., Jcc Sii: ?ozzili'"h e.Cded .Ldrnixrure: AEA oz/cv :Cenent Content -\li-r );o. Design by iD;ii]:d Cores I I c 42-64 IiS-o"cimen No. D3te Tested ,+.r--- ":r iDrnenslons Inches - Sid 6 x 12 cvi ;Slecimen'iYt, tbs.jlODU/U.rvOJ .Ta-rl f n.art Thc G't2') Specs. 5 Sack Coarse AggreEale Aggregaia .) /- _*: -! Siec:ren .i{c i.: :., I 1li'pe of !F::c:ure (3) Verl ,t:Dtag. Shear Sciit iS-enEth - Actual PSi LiJ-OO i'-."rnth Rer'','r - PS:Jr.e..Y -r. rrv\l b r itZE i.:::.:rks Y'iic v Tested. Byt G " I'itnzatL S r.rcified Saupled Lechner Signed o 8.&ffirg il4pr-l- Ofiu AUG 21 1e74 1033 South Frontage Road West P.O. Box 1944 Val.1, Colorado 81657 /toro HAFBoa pLAcE, coLoRADO SpR|NGS, COLORAOO 8Cg17 303/ 5ge7e47 Soil & tround'rlion Engineering REPORT OF CO}JCF.TTE NELD TESTS & CO]VIPRE STRE}IGT!{ P.STM N1ETHODS INDICATED Cci.!ractcr: >-:'\i-l.1. Iob No. Lab. ljc. 10h-]--(tot 5:-450) iccaii.on of Pour in Structure S]-ab 4th flocjr LB 2/3 Conc. Co. 2A 2/3 on rrArr to ttBr? Lifr!.l i:uck No. 515 Tibket No. Y0885 Cu.)'cs.Plaeed--92 -lime 5.+$$ES _Z: tl :ra ' 'l nl,-t c 143-66 c138-63 ; i C23:-6? Vol. of Load '/ .cy/Truck Gat/tcad - rl:ater CemenL. Ratio Qalz/Sack?ozzrij.tln addeci-i-inLxi'-:re: AEA oz/cY . Coarse Aggregate Fine Aqsreqale 1 \ ,.',) -i. /- a / rrr :! r.-,.. ?CT D:sign by Di:lled Cores_ c 4?-61 T - :T q.D u. ^i ^-+^^- 11u _r'- d, l,/ v b S-:ecimen No, l-OL-i 445-7 j/\/7 4 1 --, lDi::le::sions inches - 6td 6 x 1? Cvi .S3:ciinen l,yt. Lbs, BSSD/0.lJc63 CF .. 'r,';eigh: PCF BSSD t/,q ,f rr5 . U t4o;c' :i:e a Sg. Inches - Std CyI 28 .27 ,'4.,'?8.?7 di./-i ;l;iai Lcad Lbs.8t4oc t_15000 l_]j000 !i'pe cf (l) (2') (3) ,=rl c:u:3 Dlag . Cone Veri ,Sheer Sclit E D n-] '''J f lil i:::e:gth - ActuaI ?SI C39 -c5 11 2'),, -l n-4 j99',t I 1500 150C l5co i::=3fk5 Tested Ey:Saupled By: o l-033 South Frortage Road P.O. Box 1944 Scil & Foundution Engineer!ng SePqRT OP CONCF.TTE FiELp TESTS $l COMPj.ESSTVE STRENGTH A.STM },{ETHODS INDICATED cie:' Ccnsiruction Ccn fob Nc. Lab. Ii,: . Lccdt:.,Jn cf Pour inll a r! +.1ri:rlr i.-: no Structure l,-th f 'l co:. sl-ab ?j-Zj,Conc. Co.-i: o1'Ic riax 8.&nstgr8ea TickeL No. rV085? Cu.Yds.Placed il-O Rtf ocT r f974 West Vail, Colorado 81657 4OlO HAFBOfT PLACE. COLOFADO SpR|l,tGS. COLORAOO €,0917 303/ 59G7647 Time lvlixerl 3:L:r e:'. ' Ti m e Arrivea_-9:5_2._:_ Co::t:a clcr: Dr.nionl' GaVLoad - \l'ater Cement Ratio Gai/Sack Waier Addecl @ Plant ,. Icb Si.te r.0 Pozz:-frth it cciedAirii:<i::re: AEA Oz/Ct Coarse Agg;egate PCY -\ -'--- -.1 3 /i' -. :- Design by e Aggregatetl Drillei Ccres_ c 42-64 I ests.at DaY '- ]..: .-: - La'st: no . of Sreci:len lic. ;:f l=rra nf rra - :- '" ':nd-i c aies tes 435-?:iF;:;-j,-, !!1-t-/ d/a t'!:-!t1-/!t /tt/z+iltvrfrl-'tWtt+1:/n/?\'.'3/2!/?4 Dinenslons inches - Std- 6 x 12 Cyl '-J. Q+ .3 . <+d ^5'; C Speciman "rVi;. Lbs. SSSD//O.1963 CF .,.C6:il L<) .-? {.<i.4"-, 'v-eight PCF BSSD rll-) - (1 i-44 - tl '1 fi Area 5q. Inches - StC C:"i 28.27 ao.1 1O .1/-l 1r Toial Load Lbs.106c00 l_07000 rl'rUUU r-;000c \i7aac r1.pe of (t) {z) (3) Frec:ur.e Diag. Cone Vert.Shear Solit E E E E ll l_, I i-11 LJ I lS-e:.;t!r - Actuai PSi C33-66 ettr^ '+.,/ 4 t ;.t, { Srre:-.;ih Reg'C. PSi Spec!.fied <qnn -;h(\_j-/v\:.qf )/r. ; Test€d Sy:Saupled Sip.ed REnai.<s ' t'i' t 7'/\,.=--.-.---- S"&smeCee 1033 South Frontage Road P.O. Box 1944 VaI1, Colorado 87657 1974 West Soil & Fcundolion 4OIO HAFEOR PLACE. COLOF|AOO SPRINGS, COLOBADO 8GI? Ingineering 303/ 5SG7647 REPCRT OF CONCF.ITE FiEiD TXSTS & COMPRESSIW STII.E}TGTH ^ STM Iv{ETHODS II.'IDICATEDF--_ O *rn 00T 1 '1 i'1,.-'1 Da're l,lol.deC: 7 /24/?4 conc'e;e re:rp. g%lti9l- Time: 3:45 Teri!. 65,o! Curing of Slump 4'i Wt. of Fresh Conc. c I43-66 PCF__14L12__* C I3E-63 a-^*.^ -g - a, otirlJtrL=:ii- 'r - fr /2 L, ZJ i -O.i Vol . of Load GaI,/LoaC - \\'ster Cement Ratio Galr,Sack Water Added @ Piani__:- _Jc:)!uS:ie PozziL'; th adCedAdnixiure: AXA Cement ContentOz/CY t--r\l\: c rl SK-./C':' Aggregate PCY l r2-e/" .-i ,.'DesiE;r by. Coarse Fine Diiilei Cores c 42-64 Tests g.t D_ays Aqd'- in..-la^-6r r-^-+ .r-- lLv--! \, C. {/EJ lrED t a^ .ilLr.of Specrnen lio !+ )3-'7 !!aL-7 L'zt5-\4 't,\t;';F Dete Tested /",1 /'7i,z/lt/i'+'"f;li /tL', / zi/?i+ | " ,: a l^a 1.'. | .' ::.'1O/ct/ /+' -) lDine;rsions inehes - Std. 6 x 12 Cyl !sid <+d - '1+.! Slec:nen :Jt. Lirs. 3SSD/0.1963 CF 22 . C2,- td.u /27;c;9 2-t -9:': Te.rght PCI BSSD 1la2-1 1L2 .Q '741.O I A-rea Sq. I:rches - Std Cyl ?8.27 .o.1/lc - l'/)rt I Tcial Lcaci l,bs.92CO0 tg00c 105000 1igc0c 1 )'l n fin , _-L i- _t \, \i \J T)'pe cf (l) (2) (3) F::c:i,re Diag. Cone Ver.{.Sirear Scirt l-.1L-l E il I"r L:r-ll7, i r-lL=: 1 LJ | \ -,6- _ !...t iJ-r.::r-r - Actual PSI C39-66 :,;' a !,3L4.i t320 I t, ):) (\ i r..r- --L, lcry'.-l PSI Snr:arfiad. -,'.g!.L. ..r -.r rrv\i st Sroo j)2Qv I i..: r:".nlk s Tested Ey:Saupled By:Signed By:l' /t | .-+-'= -.r - ,/./ L Ssil & loundution Ingineering '_l ftt p t,,, Rl.t OCT 1 1974 1033 South Fxoatage Road Llest P.0. Box 1944 Vail, Colorado 81657 4{'IO HARSOB PLACE. COLORADO SPRINGS, COLOSAOO 809I7 3o3/ 59e7647 REPORT OF COjVCFSTE nEi-D T;STS & COT,,IPRESSIVE STREIIGTH AST}y1 IV{ETHODS INDICATED Cortra ctcr: ?roject: Locetion of B*-1(*. Truck No. tob N<;. - Lab. lio. lC.ir--l Fo:';o l.li x Time ltiixed -::C1 ,:.'::-, arl- T:'.f n Pour in Structure t9 c( -:- Conc. Co. Ti'cket No. y804L Cu.Yds.Pia-ed5--Tir.re Arrivec*:d:-pr'- i\'3ter Cement Ratioyazzr L]-'l,n aoo,ed Adnixiure: AEA GallSack Plant ?^\ I jt: o,/c't i,li-x lfo.: Specs. 5* Sack Design by. i /'1 *'1 iDrilled Cores Dinensions inches - Std' 6 x 12 Cyl i Weicht PCF BSSD jirea Sq. I::ches - Std Cyi 28,27 r"iffiIT tbr. iit (2) Cone '.8/zo c+n 't co./' t 2t000 1T1'pe of lirecture Fias.5near (3) Veri r 1rl i-:! |iI -' l+2golSte::Eth - Aciual PSI c39 -56 ::.::-er: |h Rao'd - PSI Specif ied i*-n3:ks l:'flc *IIo visibl-e exierior fa:--'lu:'e Teeted By: hc Sanpled By:G.lianzari Signed BY: o RU 1033 South tr'rontage P.0. Box 1944 Val1, Colorado 81657 4(}IO HABBOR PLACE, COLORAOO SPRINOS, gOLORADO 8@17 303/ 59G7647 OCT 1 €74 Road [,Ies t8.&smertsE Sail & tcundution trngineering REPORT OF CqNC_F.ETE FiEi,D T|STS & COMPRESSTVE STREIIGTH ASTM N{ETHODS INDICATED Co-traclcr: "T. A. liycjcr. Ccnstru.ct:cn Conpany llon X".I nr,-'t_ v-rf _ Lab. iio . lccetion of Pour in siructure I st f I oor 26-tc, rArr to Conc. Co. rr0 !:ine.Tirne Mixed l-l-: l-,r : Truck No. t5O Itrft No. {rObii Cu.YCs. Piace.l 2J5 _ Time Arrlved*_laF :' c z:ti-.,u.vr+J-oo C138-63 .. CZ3i_d2 VoI .of Loed -8 .. cyftruck .' ' ''': GaI,/!.oaC ' lVster Cement Ratio Gal,/Sack rozz:- | LT.n aceeciArnixiure: AXA oz/cY DesiEn by Water Added @ Plant .. iob Srie O : cenent contenr (Gal)""".' io*lrat --_---:.-:-:|:{---Ccarse Aggregete PC.\t 1L.2:j:+ e.Aggregate -PCY "::---:l;. r -1s!a g: a-ve iDrilleC Cores 4?-64 lSpecinen No. Date Tested j,l. r. ;Dinens:ons InchesI lSpecinnen 1.Vt.. Lbs. fGht ffi BSSD lAree Sq. Inches - Sti Toia] Load Lbs. 1T;'.pe oft- i f ri c: r::.3 o ill- I E ffi Diaq. Sheai (2) Cone (3) Vert. Soiit I lS-erEih - Actual PSI c39-56 .i-r:a.ath lo;vrd ;;'---'t P.c.::ia: k s Iested By: S crcifled Sarpled E Slped Byl ; --1fi;l;-r | | |i- I ; I I o s 8.&suar8ee Soil & Ioundotion [ngineerlng O nu ocT 1 €74 West1033 South Frontage Road P.O. Box 1944 Vall-, Colorado 81557 40IO HAFBOB PLACE. COLOfiADO SPfiINGS. COLOBADO 80917 30,31 ,w7u7 REPORT OF COITCF.ETE FiELp TESTS & C_OMPRESSIW STR.FIIGTH ASTM N1ETHODS INDICATED f ,rrf -,1;.+4;.. .T l 4rrior flr..nc*-nrrn-l-i n>r t'l,rr.-narett I fr.h Lir. -l nr. i\-,'-r-.L.or-irvl: J. f-. -rruc1 vu-'.rL,. t/\,r,.trrl L,()t': i).?IlV I lV|J .l\v. .. _!!j!::=:_ Pro.iect:Lab. I.Io .li; '-l-l t l-.)-tt.l!l Conc. Co.Locetion o iructurenAr to rrcft iine. ?ruck No. 5l-l- Ti'cket No. ail Translorte.tro c 143-65 Vol. ,.-.r C ?3.i-62' \{'.ter Cement Ratlo PozziTLth adC-edAsnixture: AXA Gai,/Sack r (iv \Ta .Lr..rr\ l!\J..Soecs ^ 5 Sach Coarse AggreEate 3 ./{'-r!i Design by DrilledCores-TFcl+il-Pare- AeE - -ias t'.- no.' rCi.i:Cates teef at da.vs of SBecirien'ifo a ji !.1C .'1 :; j,'^ ^;.L:-,L9- CO )ete Tested ritatr'r iltbiiir'{f\trtr\i,J'/20 iDi:rensions,:inches - Std,6 x 12 Cyl :,'e+n.-i bEQ -.. lSpecimen iYt, Lbs. BSSD,/O.1963 CF .;l'.' -,.. -.a.e-,, Veisht PCF BSSD i Ll:\.5'''ri,r, r irea Sq. Inches - Std Cyl 28.27 29 2,2P, 2,7 4c.11 ai-: -lr 23.2? | Total Load Lbs.I07000 l-c7000 l_2=;000 l-il00c )-7?CAC T1'pe of (i) (2) (3) Fr: cturs . Dieg . Cone Vert ,Shear Solit E "8,nt-J mL* r il S';ength - Actual PSI C3-c-66 i, :lE 1 O t,A'-1- v Strength Req'd. PSI SpecifleC ,t_,..2 3500 15C)C))rOO ttco i.--narks_ Tested By: i- i.1,/ -L.L- / ..'1,/ 1,,.-=*----i:" L^__--_--v-=Saupled By:Siga.ed By: rSee o s S.&nillg Soil & Foundufion Ru. OCT t 874 1033 South Frootage Road &!est P.0. Box 1944 Val1, Golorado 81657 4OIO HABSOF PLACE, COLORADO SPRINGS. @LORAOO 8(E'I7 303/ 5967647E*gineering REPCI(T OF CONCF.ETE nE:-D TESTS & COMPRESSIVE STR.EI*:GTH A.STM N1ETHODS INDICATED Ccit:a ctcr: Drl.r;o/.-*. j,ocaiion of Pour in Siructure Truch No.tr] n- fob N<;. ,. Lab. li,:. 'i ar,-'i Conc. Co.Forto i.lix Time jvjixed. --- i /*L guTicket i{q. V0E10 Cu.yds.p13ssr* rll- !i6ciiig{i D:te MolCeC: Concreie lenp. Slump-_-1f c I43-66 .. , c 138-63 i!':ter Cer,rent Ratio Gal,/Sack Pozzih-ch aid-ed ACrnixrure: AEA Design by. Coarse Aggregate PCY Fine Aggregaie Siie ia- - 1\l\.:c!:j - ST. /CY DiiIleC Cores c 42-64 Tests ariDay" Ae" --liia'ei.r.o..j of Sfeci-len -lc :Lnci cates r,esi at oeYs oi €.Ae. r:- -r' ,';'.1 '; :' i' 4!V- | 'i:"' , /\o/tt"fifii'iti"E'f{hL"j''fri7iri 'c/zo/'iE lDiaansions inches - Std: 6 x 12 CylI '.a.:- A "?- q*d' Specimen 1Vt..lbs. 3SSD/0.1963 CF -..- |,),,,/. .a.Jt\-L-it' i11"'6 i Flr) DaF DaeT\' !' e4vr.b I \,.r :. --1 r,4 -i l'i;ea Sq. Inches - Std Cyl 28.27 ac.L/2E-2?2)- 2c :Tctal Load Lbs.r 09OCO 10?co0 r 2l COO r-;600c I )7C00 1Ti'pe of tl) (U (3) !F:ac:ure Diag . Cone Vert "I Shear Split E ,E f"1.tjj E tr T tlS-enEtir - Actual PSI C39-56 j356 )'/b,4611 4e45 i -r,rr.^ r h Rpn'ri pSi Specified- -. v..Y lqon tSCA i:narks -#- /,1 SLgjoed BY | / i/-e-_... -*-/.// ( .r1 Tested By!Saupled By: o 8.&nstc Soil & Foundotion Ingineering rBeE RU ()CT 1 1974 1033 South Frootage Road lJest P.O. Box 1944 Vail, Colorado 81557 Ig}IO HAFBOR PLACE, COIORADO SPRINGS, COLORADO 8€I7 303/ 5S&7647 REPORT OF CCNCF.ETE nIi,D TISTS & COIvIPRESSIVE STREI',IGTH ' ASTM N,TETHODS INDICATED Ccnt:a ctc i-: Projeci: Loca:i,on o{ Pour ln StructureLine. ciez' Ccnstru.ctron Cor4 ween /-! on Job !{o. Lab. li:. , l_04-1 ?ime -lvjixed l: ]J' pn' > a -t ua-irlme TF.-i+'+d z: iu .;)n'- : Dete l,{oldeC: 7/2?/74 Concte-ue Teap. Slump-i c 3l-66l2"F Ai r.. wt. rTlarnr.r 4 qvI' of Fresh Conc. PCFc 143-66 Vol.of Load 7 \Veter Cement Ratio GaI/Sack idnixiure: AEA *- Desi.ga by rVate:- Added @ Plant !. Iob ceneqt content ' (Gal)pfr"1' Ccarse gSSr*Sut*--- Pgi. - ine Aggregatell 3 /I44 Driiieci Cores c 12-64 . , ;-oI sPecl-slp!. {ol Speciraen No,. ' lOL-l 401--/,.i|,:i,e'i:O?-2F, Dste ?ested , :r:,":- ,;i;/2s/?t'a/ze77a'iiE'frii'}-rnEr?L iDi::ensions Inches - StC,:6 x 12 Cyt. ""-e+'{..- iiEo . -*'S'.,d;.*-. C+.l p:ci.men'!Vi. Lbs. 3SSD/0.1903 Cl ,.,'1 1 t-:/ J Veighr PCF BSSD I4I. + lirea Sq. Inches - Std Cyi ?8.27 t5.1-/t6.1/.Q..1 ?ctal Lcad Lbs.t-0c00c 98200 111000 120000 l_ecc00 jri'pe oi (i) (2) (3) lFrac:ur: Diaq. Cone Veri.: Shear Soiit E r.t.LI.I l-t-]ijJ," r-1 LTJ . r---ihlFI T lS';enEtir - Actual FSI C39-66 ti57 71,Jt,J- | '-r jr) ao t,-'r I I S::er.gth Req'C. PSI ScecrfieC;ZB j00c fo00 5000 500c r )UUU I Rt.':'i a:k S Tested By:G. l'lanzari/L. Lech:ier Sanpled By: g ,{:_Slgped o alt.&nrc Soil & Founriution Engineering rBse O ntr oor 1 te74 1033 South Frootage Boad tJest P.O. Box 1,944 Vail, Colorado 81657 4OIO HAREOR PLACE, COLOBADO SPFINGS, COLOFAM AGl7 303/ 59G7047 REPORT OF CONCFTTE nELp.TESTS & COMPF.EqSTVE STSENGTH ASTM N{ETHODS INDICATED Contractcr:' i. A. H der Ccnstru.ction Co=:r ]ob l.lc.'i or -'l Proiect:Lab. lic. 10!-i-( )q?-i.C?) . D:te Molded:7/22/74 'Time:L2:!5 puCurlng of Sample{t3 ;?b;"gD !,{oist Rccr: concrete renp. dlt;?? rernp. -e G3I: oz/cY Waier Adddd @ Plant ,. Tcb S::e jC ' : (Cat1 "' (Gal)' Cement Content PCf - SK..'a'' Ccarse Aggregate 3 ft"=: e Aqqreqaierr A-e-PrdratE '-1".r DrilleC Cores c 12-64 Specimen No. !-.',. jDinensions inches - Std. 6 x 12 Cyl ;specirnen',rfi. Lbs. BssD/O.1953 cF weight PcF BSSD lirea Sq. inches -Cyl 7.8.27 Totel Load Lbs. Tests.at DaYs Aeei-+F+-++r nct-c-ate8 te€t ;--Lastl no.at davs of: of Strieci.:re:r'Iio. -1 r,:, a i?i'Pe of I Fra cture (l) Dlag. Shear \4/(3) Veri.Soiit ! lstrength - Actual FSI C39-o6 S:rengih Req'd . PSI i.c'nitkS Tested By: Scecified Sanpled By:Signed By: €.&*rur8ee . Soil & Foundoliott Engineering REPORT OF CCNCF.ETE FIE:-D T:STS & COMPRESSIVE STRE:'IGTH A.STM tifETHODS INDICATED Rlt OCT t F74 1033 South Frontage Roed West P.O. 8ox 1944 Vail, Colorado 81657 4{IIO HAFBOR PLACE, COLORADO SPRINGS, COLOBADO 80917 ' 303,/ 5SG7647 Prcject: |ob lic. Lab. lJo. i,oce:ion of Pour in Scructure 2nd fiocr Siab betwgen Z Conc. Co. i u4-l- | -.\-t!-.tlc ): . T!me Concreie Slump 5* 6 3t-66Tenp. 65"F, .A-ir wi. Dnre Molded: ? /22/?t-Time:8 : l+5 +:r1 , t'\'Teur:. 62-E'- :1'"'..-, of Fresh Conc. PCF c 143-66 Vol. of Load Sack Design by. iDrilled Cores I c 42-64 Specirnen No. ' ?oial Load Lbs. ZE -'11tu 14IOC0 I 1Ti'pe of iFrac:':re ir) Diag. Shear (2) Cone (3) Vert. S olii I I iS-ength - ActuaI PSI c39-65 S:rergth Req'd. PSI ilnarks Teetecl By: Specified .: Saupled Signed r-lr It* ! 8.&*wr€se Soil -S faundaiion Engineering REPORT Oi CONCF'TE NELD T;STS & CO]VIPRESSIVE STRENG?H RII, OCT 1 1974 West1033 South Frontage Road P.o. Box 1944 Vall, Colorado 81557 4O1O HABBOR FLACE, COLOFADO SPFINGS, COLOFADO 609I7 . 303/ 59&7647 A.STM METHODS INDICATED :r Coneiau-c't:-oa Cor,:canContractor: Project: i,ccaiion oi Iruck No- Iob No.l0/+--l- Lab. I'lo- Conc. Co, V .!I I.E c,l q-Ticket No. irO7g1 Cu.Yds.Pla'ted 20 Time Mixed 'l :29 r:l '. Tine Arrlved_ 2: =.0. :t:r .: D:te Molded: 7/ic'174 Slump- 1* c. 3 t-66..' . Z-Ff' I I -. .Fo"r. lnOr.*-.'P. uU r Wt. of Fresh Conc. PCF time: j:15 !lCurlns of Samplef{ kFrSD i;{oi.st Roen: ; j\l'ater Cement Rqtlo Gal/Seck Vu'ater irdded rd Plant az/et :Cenent Conteni l'li< )lc.:Si56/r< 5+- :rni:-Coarse Aggrega',-e D PCY 1 1n:.i- 3 /+'+-: iesign by Fl,ne Aggregaie 1/!!tt t'^t:F.Te,:e_-; PCY=:' Diilled Cores i- iSpecimen No. .''i: c 42-54- IlDgte Tested :-i,', ';, lDrnensions Inches - Std 6 -x 12 Cyt I ;Specimen 1,!'t. Lbs. ?SSD/O.i963 Ci iVeight PC^F BSSD . fuea Sq. Inches - Std Cyl 28.27 Tct3l Load Lbs.. Tests - 'r r,'i ai 'l 'aX : -Last:no. (i) Dlag. Shear (2) Coi:e t3) Scirt I lS::enEth - Aciual PSi \-,Jy-oc S:rengih Req'd. PSI Re ri arks Tested By: Speci.fied I rtn q 'f l -J ! -J ./ / rEse o &sane O *u ocT 1 1974 1033 South frontage Road West P.O. Box 1944 Vai1, Colorado 81657 4OIO HAFBOF PLACE. COLOFAOO SPRINGS, COLORADO 8@I7 8. Soil & toundriicn Eagineeriag REPORT OF CONCF.ETE 303/ 5SS7647 ilEiD TESTS & CO]VIPRESSIVE STRE}IGTH ASTM I\,IETHODS INDICATED Ccrtractor:Consrr Drr\io.-t. i,ocation of Poui in StructureJru il-cor siab 27-JO cn|'All to rrtJ Lj:re. job No. tab. Nc. l-OL-1 Conc. Co. 11' + Porio l,iix Dare Molded: 7 /Lg/74 c 3l-66 Tirne:12:OO Guring of Sarr,pl Conc:'ete Tenp. ZL+of , X" Te:rp. Zl"tr' Siump Zl-Wt. of Fresh Conc. PCF Lt'7.'l Air c 143-66 c r38-q3 ,. .; Vol. of Load cY,/Truck -'-GallioeC - _ \V-ter Cement Ratio, Ga!/Sack Pozztliilt aCCedAani:<t::re: AEA Oz/CY Soecs.5 Sack (Gal) s.Y,./:',: Drllled Cores c 42-64 Teets at Days Age - Ld.strno. of.:-ffi-inc.i-cates t,est at c-avs of as Q:T a r. i r,r a vr L1n Specimen No. 10 '1 J79-7 5fii-Llr / 1f)/ /tL / / 45/ /i!e//7ia )t Lc)/ lL F, /1 €, lDlnensions Inches - Std.6 x t2 Cyl S:ecimen '1ivt . Lbs . 9SSD/0 .19 63 CF 28.44 - zo.o+ i\veisht PCF BSSD {"i !, /, o LLLLL - ()t,,q o I ii:ea Sq- Inches - SId Cyl 28.?7 15.2/22 2n ao .11 'e Total Lcad Lbs.llrr0OO ].iUOCC 131000 -, trn nnn 1l,l.I iTi'pe of (l) (2) (3) lFracture Dlag. Cone l,/ert .! Sheer Sniit il Ht-t r-1)" I t_.."t f--1 i t--t!'1 ! i t . ti- i i L-J : I !S:;enqth - Aciuai PSI C39-66 4L03 4L74 4654 ! ' -s:rengr-h Req'd . PSI Specified ,e--AB 1500 'iiQo , .:,.-'r:3rkS 7-!t/4 gronnd leve'l trAtr to rrflrr Tested By:Sarnpled By:rr*.uu#-^-&//- o lE.&mc Soil & Founrlotion Ei:gineering rBes 303/ 590?647 REPORT OF COI'ICF'.ETE FTELD TESTS & COMPRESSIVE STREIIGTH O nu ocT 1 ls74 1033 South Froatage Road l{est P.O. Box 1944 Vail, Colorado 81557 4O1O HARBOR PLACE. COLOBADO SPRINGS. COLORADO gGIT ASTM IUETHODS INDICATED Ccr'-:actcr: i. A. Hyier Constr"ucti orr CorFar,]- | IoU lic. lPrc je ct:- l Conc. Co. ?o:'io }4ixLocaiicn of Pour in Structure jri fioor s'l ab on rrlifr tc' -- - --=- f ttgrt -',ns be'r,i;.;een z?-tj. - ,, , Sime].1+gd.li9]__a:- ' if:r:ci No. E69 Ticket No,.1'C?65 Cu.lts.fiaced ?5 ii*"#'l@ Dete i,{olded: 'i /!9/74 Time:t:45 Curtns of Sarnpied,?-kb:Sl] l.,loist lccn i\':ier Cement RatioPozzrii-th aoded, iirnix;ure: ASA Gal,/Sack i,i{ater F.dded @ Plant ,. icb S:le 27: -;=:ffi-: " '' --;:3--:: \u-d!Ce;rent Content PCY.. j_ili'C', Coarse Aggregete-lQ I j":i': or/cy '''. Specs. 5 Sach DesiEn by tSceci.rnen No. Date TesteC '.', j'.-; iDinensions Inches I ;Srecirnen Wt. Lbs. "eight PCF BSSD l,1rea Sq. Inches -t' Tctal Load Lbs. DrilieC Cores lS'se:rg:h c 42-64 - -Actual PSI C39-66 Tesis at"Dsvs Aee - Ia.s?^ro.].-.--'-"-r',lm1cafee-Tesi:a-u Ca..rs of - (!)(2) Diag - Cone Shea r v I ,f, (3) Vert.Sclit Req'd. ?SI Specified . 3,e:le:ks l-t--/!t e'l.,'\r!:rri I t:jrt:, - -Jt -f (Jr ! u-:v- *v s v Tested By: 1C.a rj90c0ill:_l I fTuv I )?! !l:f U nC Li ne. Sip.ed O nu ocT 1 1974 1033 South Frontage Road. West P.0. Box 1944. Va1l, Colorado 8l-657 4OIO HAFBOF PLACE. COLORADO SPRINGS, COLORAOO 809I7 303/ 59S7647 REPORT OF CC].JCF.ITE FiEi,D TESTS & CCIIPRESSIVE STRE}IGTH AST}/1 h{ETHODS INDICATED C::.:racior: )r^i=r.t. No. _ 869 Ticket No. VOZS? Lab. I.lc.1o4-a- ( t67-3't?-) Conc. Co.Porio i,i >: Time.,-lr{ixc_C riLc, a\r.r -i aa Y a:----'---:'--- IijL:caiion o our in Structure t I Cu.'fCs.Piaced 20 rirce-ffir#-__:rj!L_UL_:_ Trans cciiati on D=ie trtoldeC: 7/t8/7+ . Time:!:45 pm Curing of Sarnplefifi !4b. -5.[ i{oisc Rocn 'C 3i-66concrete Te:np. ?arT:;')-I; Teup. 24fu -: ', ,', - . -r ^ ,. ,,_. ', -1Si*np__i*-__trVt. of Fresh Conc. PCF_j!gr=_ Air Conient l+.5 - 93 c 113-66 Vol . oi Load C ?31-ti2 : ' r,',:-ter Cenre:i Ralio Ga],/Sack i.:nixiure: AEA Desiga by. Coarse AggreEate tl rgy 1L2-::_ 3 ft'"=-; J.i D;:!lei Ccres_ c 42-64 n.cL . -.' .lat Davs Ar__-.c.ates ces Speci,nen No. l-OL-l_)o1-/'--|l9- | I.','lC-28 '() | L lDi;ansions lnches - Std.6 x 12 Cvl ,> to_c+n std Si:ciinen iVt. i.bs. SSSD/0.1963 CF. -.to.rY' ri';eight PCF BSSD :'1 1,4 \Lr:'', - ?_r-+.f.o ii::a Sq. Inches - SIC Cyl 28 .27 2t:.27 ?ij, -)?i:c:3i Lced L:s,78400 7tJ400 9t:7OO t_r.2000 ;ri'pe cf (l) (21 t3) li::c:u:: Diag. Cor,e Veri.I Sheer Soiit r r r-lll E !,1 : i_ ll-r I I ;S'-:er;th - Actuai ?SI C39-66 212\i q:i2 !::e;:gi:r Feq'd. FSi S::ec:fied, .iZ6 3000 i000 1000 ':cca i.:-=a:ks / T€sEed By:Sanpled By: *jJ"'-' /,t Sigrred oy, / /1r., -,..r.,,. -fl . €.&mewr$EE Seil & Foundrtion Engineer!ng 303/ 59G7647 REPORT OF CO:.'ICF.c_TE F.iELD T;STS & COMP8ESSI\rE STREIIGTH RU ()CT 11974 1033 South t'roatage Road West P.O. Box 1944 : Vail, Colorado 81657 4OTO HARAOH PLACE. COLORADO SPRINGS. COLOFAOO 80917 ASTM IUETHODS INDICATED J, A. Hyd.er Clnstruction Co:r, Trans portation Celn ?our ln Structure lth floor slab rrBrl Cor:t:a ctcr: Proj e ct: Job No. . 'l o/, -1 Lab. lio. 104.-l--( 161-155)_ , Conc. Co. Porto }!ito'lLocetion of I rrCrr Liner lTruck No. betiveen 27-jU:-:--:* 8rc9 Ticket No. 1.to74l D=te Molded:7/78/7+ Concrete Tarnn 5/4Slurap Z c 143-66 . Vol. of Cu.Yds-PlaCed l-12 PCF Time:l]: 15 qgCurins of Sample$Tl I.4b. _&fl l,ioisr F.cc=: . : " t-,3l'-66.'.T-::_-i: '_..-i.- 'rVater ACmixiure: AnA aa'-r\ l!:i:l,/ - _3i..tc'! i.li:< No.:_ jJesrgn Dy. Ccarse Aggregate i tzi..t /<.? Scecs. 6 ,jacli iDrilled Cores c 42-54 lDinensions inches I - Std,6 x 12 BS8D,/0 .19 63 Lrr \Veisht PCF BSSD tuea Sq. Inches - Std Cyt 28-27 Tota} Lcad Lbs; 3{^-<;te9ir"i-}:? I --:-:r:.,-...".'':.,_::= a*€4-r----; 1it c tzi,l .;;g-:li , -l*:1a:-i.i i. ,. '.. 'To r-l -..;i:- -'-'a(-\-LLt,i ^' ----:==i---------;,':'l ,,t, zl'.," .:r-t. | : i r-] ! i--rt- i ) | I t_. i i i i 1i1'pe of i Fr: cluie (l) Dlag. Shear (2) Cone t3) Soiii lS:rength - Aciual PSI c39-66 S:rength Req'd. PSI P --narks Tested G. l''lanzari Q-ani f iorl Sanpled l.{anzari Signed BY: i.ior Ctu ocr t te74 1033 South Froalage Road West P.O. Box L944 Vail, Colorado 81557 . 40IO HABBOR PLACE. COLORADO SPStNGS. CQLORAOO 8@I7 303/ 59G7647 8.&*swr8ee Soll & $oundgiign Engineering FEPQRT OF CONCFT5TE FIELD TESTS_& CON1PRESSIVE STREITGTH ASTM Ii{ETHODS INDICATED Contractcr: Drn iar.l. Cer C Locai.ion of Pour ln Structure {th f loor sl ab on tlErr ior.rCtr Li-ne bet'veen Truck No. 850 27-34. |ob Nc -10L-l Lab. No. - -r_,cs-r:95-2:j6}) Conc. Co. Ti'cket c t43-66 Vcl . of Load c 1-?8-63 cyfruck i\'3ter Cenent Ratio Gai/Sack ACc'.ixiure: AEA oz/ct i'1lx lto.: ' .Specs. 5 Saclt Ccarse Aggregaie Fine Aggregate , 3./-1"i.i Driiled Cores c 42-64 Tests at.Dais Age-- ,, ---i anol c€.tes i-,est 2 Lasi no. of Specir'en I'o._ rlrtr"r af : r'rra Specimen No. ICL-I 3r5-? /25/?4 s"ft7in lDinensions Inches - Std.6 x 12 Cyl '(+rt c +',: pacimen Wt. Lbs. 3SSD,/0.1963 CF 2x qz ?8.-.)6 i\Veisht PCF BSSD I 'r?, q ,, f irea Sq. Inches - SiC Cyl 28.?.7 ao.1/28.2? Total Lcad Lbs.120000 r.I700c r_5r.0cc 15100C I Ti'pe of (l) (2't (3) Frac:ure Diag. Cone Vert.Shear Soiit l-:lL3 nlr I lr it* i E t-:l i i-_lL-.i i L--.i I lstrength - Actual FSI C39-66 l,2 t, a irl 39 -tv J"?t: J:renqlh Req'd. PSI Specified .:,)i ';5OO 3500 350(.)7qfio / ir = arks ,4 Tested By:Sanpled By: ----rr' ,// Stgnecl zV y'lQi'- t, r.,.,". /L '3"&amerSea 5':ii l iriri d,riion ir 9ifle+i jilg F.iPOr(i OF CCr\JCF.i?i nii-D ?;STS li COIIPRESSIIE ST,II}IGTH ff ocr 1€74 1033 South Frontage Road West P.O. Box 1944 Vail, Colorado 81657 JOrO HAR3OB PLACE. COLCSADO SP3:lra.t. .:a i- - r :fC 9O917 303/ 59&7&i7 A.Si}i }.ISTiIODS I I'IDICATED' !c3:i.ectcr: I :r.^i-,-r-. .'I nstruction CoraPanY Conc. Co. Porto l"irx Time l.,lixed Lz2'o 'T;-cck No. 51C Trcket l.Io . V0724 Cu.l-os . Pieced Pr2r.6.r-r:1i -^ ri rJ* \1,)< 14 1 . E!i ic'ie +fH.r€t] J- i 2C pl[ : |ob lic. tOL-r" - ' -Lab, l,:. l-Olf-l--(:'I!9-Jq4) iine. ).1' Time:2:45 pn Curing of Sampi lr, on J--- of iresh T ar-ln Ratio Gai./Sack Waier Adde,l i9 Planc ,. ' - jcb Site /ra: ll *-', \vs^,Cenenl Contenr, PCY Soecs. 5*Coarse lggregais ine Aoqreqalert' AEs-reiafd oz/ct g-esis=C-Defg--4g: ; L;agFno.' -o {.^a L0q-r Date Tasied t\YerEht PCF BSSD f A:ea Sq. inches - Std Cyi 28.27 inaieatesl tesr.. at tiays.oi Ir, jrJ v. r:'-1.^-'.-5 | . - -.'J -.'- ' Ir l Diag. Sheer la\\Lt Cone /,? \ Sniit - Aciual ?SI \-iJ-a1 l-:.'.:'i. i,:l:eri:'..:1 :i2 f ai- lure nat6.s. Tes ce.i +lic vis'i bl-e exie:'icr Sacoled r.tLll l-2i0ui 8.&**wBea Scil & Ioundslior Ingineer!rg REPOF.T OF CONCF.ETE FJEi.D TISTS & COMPRESSiVE STRE}TGT;{ ASTM N1ETHODS INDICATED nu ocT 1€74 L033 South Frontage Road lfest P.O. Box 1944 VaiJ-, Colorado 81657 401O HARBOR PLACE, COLORAOO SPRINGS. COLOAAOO 8O17 303/ 59&7647 C,-r:t:actcr: J. A. Hyder Consiru.ctlon Concanv I Iob No, ?rcject:Lab - lic - Conc. Co.Porto l"lix Tr*cl: :\io. 850 Tl'cket No. Vozoo Cu.Yds . Pladed ltZ ?ime j - ]0lrl ' - ransooriafi L€ce:ion of Pour i" S"t rffi!Line on 4'uh floor. D:te G 3i-66 jConcrete Tenp. ?0rd; iir rernp. !$ Slunp 4.O Wt. of fresh Conc. C 143 -66 VoI. of Load X l,t3tsi Cei*aeni Ratio Gal,/Sack i-3c'rixiurg: ASA Az/W l r t i.r '.-:a .l$rbL:r!J., DesiEn by lvater Added @ Plant '. - icb Siie l-0 Cenent Conten! r'f:^ I i :,.J! iiJoU Sf-./a r Ccarse Aggregaie il ,/=. _-': = Fi na aigeeal e .PCY Dii]Ied Cores Scecirnen No. lf :-pe of i-' F .= a-: i: -5 I D:te Tesied lD:rersions Inches I - Std. 5 x 12 CyI ;S::cimen r,Vt. Lbs.BS5D,/0,i963 CF iYe!.;hi PCF BSSD i:ial Loac Lbs, (l) Diaq. Shaai {2} Coae 1n,, -''l (3) Veri.Sciit no.of Speclrneii of I 128000 i-: iS'::r;th - A^ciuai PSi \JJ:.t-co S:-:: -liei l.:-a:ks *;;C visible 1tz'a f 2Flaq Tasted 3y: exte:'icr Sarpled BY:Signed o gsin:r8 iiPOF:T OF CCNCiiiTE Fi[iD t'iSTS €. COiv,IPRESSI''/E 0cT I 07tl 1033 South Frontage Road West P.O. Box 1944 Vail, Coiorado 81557 4OIO HARBOR PLACE, COLORADO SPRINGS, COUONqOO EOgIi 303/ 5S&7647 S!RE}iGTH f,u g. Soil & ii:i:rdllion eiigli:egIlilg A.STM N1ETHODS INDICATED lLine on 4th floor. iT:-;cl: ];c. 850 Ticlcel Job }ic. Conc. Co.Porto i:ii-x i'Io.- vO5a2 cu .'icis ' Piaced ?g itris-I*3'9S *r rrn*i r'r r,r ll..tnr.'otl ','.'etei Cement P.atio Gqll5eck I ivatar Addicl ''€ Plar.;. -=-- itb itaa ! i Ceneni Contei'ri t'-.-'--CY Coarse Aggregele 1 1,4 ' Y\- L L 4L"' Fine Aggregaie lf Oz/CY, (non< A C'acl. v!,vvv l-. ^ -: r- t^.-jj=5rrjr! Jy Tests at - tast no. of Specinen N<c 42-64 Scecimen No. IlD:ie ?esledi____ lDrrers:.ons Inches I -S:d 6xl2Cyl ;S:ecimen Wt, Lbs.3SSD/0.1963 CF r 9lCr1E f Lrf tr5)J A:ea Sq. Inches -Std Cyi 28.27 Tctei Loed Lbs. il1'p.- of {') (2) li,-lr:,::: Diag. ConeI Sn+ar (3) 1/o ri Soiit i:i'-:;-:;-'. - .:.:iuai ?SI Cl9-bo . . :* ::.:,. .; * jio visirrie exteri or filil ure nar|:q. Tss F-a.i 3y: l;l I ! - --!1242 i 4+'/2 Saupled BY: G. i'ianzat:. Sigaed +9t? S.&rctsE 5oil & Foundniion O R[. Aus 21 ts74 1033 South Froutage Road l{es t, P.O. Box 1944 Vail, CoJ-orado 81657 4O1O HAFBOF PLACE, COLORAOO SPRINCS, COLORADO 809i7 Enginaer!ng 3€/ 5947647 REPORT OF CCNCF.ITE FIELD TiSTS & CO]VIPRESSIIT STRE}I.GTIi ASTM NIETi{ODS iIJDICATED Q1-'1t:'acici: Project:Lab. I-c. Conc. Co.]'iixLocei.ion of Poui cture Fooiers S-fL "n ttOtt l,it *. r iu C.< !\i O - Obo Ticket No.V0579 Cu.Yds.Piaced 42 Time lVjjxed . f :l-2 iroe+F*S*flTlfb D:te Motded: 7/15/74 fr 3l-66Concrete Teup. 74f, Air Slump ,L-O .tlti c 143-66 PCr__L!r.a_Q._ __c 138-63 v)./ rr Lrv,r c 23i*62 (a^1 /i,^^1 - Time: 2:49 tenp. Z4oi of Fresh Conc. ,&fCurlnq of SampleF[ Lab. An i.toist Rcc;:,.Jr ^!. v JI:CC r-nn!,a n: 7 t' 1l "",..-....----j:- 3-- \\'iter Cement Ratio i'gir;i-r1;itsg; AEA irlix:':o.: oz/cv Gal/Sack rVater A.dde,i fS! Plant ,. I,::: r',4-r ! i Cenent Conten:_ l.CY Ccerse Aggregate ?CY Fine Aqqreqaie PCY i->1 . s{ '..' Design by llrrtt.a cores c 42-64 Specirnen No. ate Tested iDire:isions Inches - Std 6 x 12 Cy1I BSSD/0.1963 CF l'treiErt PCF BSSD irea Sq. Inches - Std Cyi 28.27 iote] Load Lbs. ts JJq.D 9 cff Stecirnen l{< ^|) ^ 1Ti'pe oI i* it13c:r.:i3 (l) Diag. Shear (21 Cone /,r \ Veri.Soiii lS::e:.;tir - Actual PSi C39-65 L":13iig -'li O e exterl-or Tested By:L.4. Lechaer Saupled J. I,ieier Signed €.S*ro8sa Stil it Fou:rdstion Eogineering RU AUti 21 1974 1033 South Frontage Road West P.o. Box 1944 Vai1, Colorado 81657 40lo HAa80R PLACE. COLOAAOO SpFtNGS. COLOAADO 8@r7 303/ 5947647 FIPOFTT OF COIJCF5TE F]ELD TESTS & CO],,{PR.ESSIVE STRE}!GTg AST}T },{ETiIODS INDICATED C o:-i:e ctc r: Drniorl ' flArr to fintr iille. truction Con ]ob llc. Lab. I.lc. Conc. Co. 'l n/,-1 -( <25-t:'()l - Lv- - \ r- t-ze! Poriocture S.1 a lTrucir lio. 66q Ticket No. V0658 Tirne Mixeci .7:iju r t)f\ r:fr-Cu.Yds.Piaced 40+ ?ii:re+IffiEld:40 D:te i!,loldeO, ,/tY-f\-^ Tirne:l-O:15 anCurins of Sampleir# h':ar"tr tvloi.sr Rccni fl+i .i-a o (-. JT:6i3i;q6Concre',,e Tceir. Zofrrl-rll Tenp. 74! Stump_&-;Q__Wi. of Fresh Conc. PCr___]4j.5 __Conient c I43-66 c 138-63 23:-o 2 Vol. of LoaC cyfru:k G=],/to:,i Water Cr:,nent Retio Gal/Sack -i/ater AdCeri € P.lant ,- Jc: SiielT Aini-r:iure: AgA oz/cY i'lL< )lo.:Soecs. DesiEn b7 DciileC Cores c 42-64 Specirren No. Dsle Tested iDi=ensi.ons inches - Std 6 x i2 Cvl T tSlecirnen lVt. Lbs.3SSD/0.1963 CF \YeiEhl PCF BSSD Area Sq. Inches - Std CyI 28.27 Tctai i.oad Lbs. ,"- - t'. t-.- t|t(rCIJ lr---oi,PCY 6 SrS. ,,:Ce:-neni Coniei'll Ccarse Agg;egeie :a+x no. of Speciinen ;,io, t iii'pe o! (l) ! f .,,.-' -... T-a i;rrr I Snr':a: i.'i::::;iir - Actual lSi C39-66 (2) 'Ccne (3) Vert. Soi.i.t Saupled Signed By: o effirfl REPORT OF COIJCI'lrTE rielD TiSiS & CC):IPRESSIVE STF.EliGTti A.ST}4 tllETilODS INDICATED Soil & ieu;rdslion Ingineering flrt AUG 21 1974 1033 South Frontage Road i{es t P.O. Box 1944 Vai1, Colora,lo 8L657 4O1O HAFBOR PLACE, COLORAOO SPsINGS, COL.ORAOO 809I7 303/ 59A7647 C,::l:rctc i-: t'.-i.!".i' tion Com LO ae iLOn Ci i'Our Conc. Co.tc i:i in:ci Nc. 859 _Ticket No,-IQ!.59_Cu.]'cis.PiaceC 45 ?irne _!dixed. 2:09 nnv | ^^ -tf-+i*lri,iaH 2: !.r.0 nm Footer 5-9 cn ncil L1ne.Ti;ne Job l.lu . T.ah l r.' lOlr-1" ilEtruiture i1a1;i 1tffi*iigrr concrete ?enp. ZPultA?? Ds',-e MolCeC: 7/72/7tj Slunp Zrl Tenp. 7-5oF of Fresh Conc. Time: 3:00 unCurirg of Sarnpleffi Lab, i[ i,toist Rcorni 'r-irr -r r . ^. U JI:3o wt.PCf___3jr^Q__ Air Conieei. 4.5 ?'a __c ?3i-62c I43-66 c i38-63 VoI . of Load-l-----,---cy,/Iruck Gz't/Lcz=-'. i',-3ter Cenent Ratio .i-dr,ixii.rr:: I r i._- \"r ,:\^L'- r. J., oz/cY Specs . 1* Se.ck Gai,/Sack ;Vater Adddd rg Flani ,,. l:i l'-7 G i -lCeneni Content .- L,I Ccarse AggreEa'ie i/--\? i i.'.' -.l-\-, ( ---- 4 ?'' .]'.: -n ^ -.i -,- l-..r/=5rYrl:J:/ Drilleci Cores c 42-61 iSpecinen i'{o. IiD3:e Tesied lDi=:nsio*s inches t *Std 6x12 Cyl ;Sg:cimen 1.Yi BSSD/0.1963 CF 1\'ieieht PC:- BSSD lA:ea Sq , Inches - Std C:/l ?8,27 iict:1 Lcai Lbs. Tests at Daye Ase - Last'F.--+#indfca-Les rest at days of S,rer;uren i{o, 2!- Sirl. i l.'lt-t IS \ ag raa ic nr.lJ rt. R h.- {1.} Cone /'r \ Veri. Spi!t il l_---.,1 i :-J" - ! /to/tt,7 /L9/74 Sanpled SignedTrried By: UJJ-CC E" - rl - F I r.)0li & t0lJildilll0n t,.ingrneeiln9 i.Lf\Ji\I \Ji .-\'/:,iL,:'.4 lL o &ffir$Rtt AUB 21 s74 Road, l.Ies t1033 Souch Frontage P.0. Box 1944' Vai1, Colorado 8L657 4O1O HARBOR PLACE, COLOFAOO SPRINGS, COLOAAOO 80917 303/ 5947647 FIELD TiSTS & CC\IPRESSI\/E STRE}IGTIi r.ST iVI NilTi{CDS II'IDICATED C -':l:a':tc:: :..ai-',if. ]ob lic. Lab. ll':. 10.L-1-( il-a-;18) icc:::cn of Pour in Siructure ?3-Z? on trrt! to Conc, Co. P Time lvlixed ijt1,L arl Ticket l.Ic. t/O6l+0 Cu.\'ds. Piaced 2q Tirce Arrived 9: U2_Ag__-r_ Trans:oorc D:..e r\,lolCed: T/tz/7tr trnnr^pto .la-rn "-$31;Q9-*i,. -j, -{ar -. Islunp----z?-- wt - c 143-65 Vcl . of Load Time:9:t) ffi Curhg of Sarnpie-fXfi l-ab. &[ ]rtoist Room ,- r_"1-(J JI,-OG --.,. ? o-rn tl, On of iresh Conc.r.r- /-^-t^-i ? - o.iti.i vvrlLgll; a -1 ./t L/ .:..Jt-o^: (:.a 7 /l,r,aA ' rJJ..|!v-.b PCF_-LL5.J-- c 138-63 cyl i.rucK Water Added (€ Piani__r- .__f:b S'-t: ;;5, Cement Conteni (Geii ?CY lfal] s i:.', {i" Coerse Aggregate Aggregate Jl PCY I IlDesicnl-DV POY Dri.ilao Ccres iScecinen r'fo.Lnr,-'l Drte TasteC tDi::er:sions inches I - S"'d 6 x I2 Cyl ;Scecirnen Ut. Lbs.SSSD//0 .19 53 CF i'eight PCF BSSD i.tea Sq. Iicnes -Srd Cyi 28.27 fo:ai Lcaci Lbs. 0) Diag. Snear li:,,1 \ l/o rt Sclri t;l: l ;r Ir ll :.1.-3-..!i:.r - lrtrrai PSI Tes ted 3575 :! C1 i.. Sampled J. l,ieier Sigped o E.&*rurf RtI Auld2t1974 r ! ..}Oli rl leun6ollgn -f ngineering 1033 South Frontage Road llest P.O. Box 1944 Vail, Colorado 81657 4O1O HAHEOB PLACE. COLOAAOO SPRTNGS. COLOfTAOO 80917 303/ 59S7647 RTPOIIT OF 'CNCF.STE fiELD T;ST3 6 CO},{PRESSIVE STRE}IGT:1- F.ST.VI ]\lATi{ODS I }iDICATED gtion Conpan;' l.!- Tra.nsportatron gen'r,er ,t \JL, :r! , Lab. i.lc. 104-r lg-g tine, Time L$+"\e^{--.-fu?? q -ii*"1. x..- gAo Ticket lrc.'{o5]_5 Cu.]'ds.piacec j2+ rio=d*ft&ffiil- D:'.e MolCeC: 7 /LL/'?4 ,.t-., JI-OOConcrete Tenp. .[5J' Air slunp-l-i/4.--wt- temp. Zl5 of Fresh Conc. PCF Time: 9 z2O aa Curlng of Sampiel-{ iqb. -&f V{oisr Rcom' r-l.- -r -^U Ji:Oo.. .. Ai: Conient 1.+ % c 143-66 Vo!. of Load c 138-63 c 231-6? Gailtoedcy/Truc* 1,1,': ter Cl: r:entL RatioPozzilith added .i:r:,ixiure: {EA Gai,/Sack Water A,cid:d @ Planr ,. _Joi: Sii: 5 oz/cY CenTeni Conteni a'-J I SK./C'j' DesiEn Scecs, 6 Sacir Coerse Aggregaie PCY - - i.1eQ.;':: -\ggregaie PCYrr AEqresatE Driilei Cores 42-64 Tests at Davs Ae* - Last: no. incii-cateb tesi at davs of cf Specimen lio. l_Ct+-l_4r)'l -t 302-7 3aj;L4 D.:te Tested /18/74 7 /\8/74 7 /25/7L 8/8/7\ lDi:iensioirs inches - Sid. 6 x 12 Cvl c+d std std Sl;,-.. Scecinen :.r/i. Lbs. BSSD,/0.1963 Cf 15.'/d 28.90 zri.??-O d-aa. lv ?:\ -'| 2 ife:Eht PCF BSSD 1lL? ^2 l4b . 'J .l ji:ea Sq. lnches - StC Cyl 28.27 /d 2.7 2?'.27 lo-a//2 r) - .) / ;Tcial Lced Lbs.1110C0 r11000 L27000 i5c00c lllL:\-il-i -, : 1ii'pe of (l) (2) (3) I i1'..,,1-r;1n Dicrs - Coee Vert.I Sheer Soiit E t-;t| -l 1t . )* i l,lt- | r--'-< I i----ri.rilL:'.-r I ' I 'i"-en ":ih - l':trral FSI C39-65 5a I I :.inn zqnn : :.i 1i. Te sted T. J. i';eier Sampled By: T. J . l''le j-er" Signed fln AU9211974 L033 South Frontage Road llest P.0. Box \944 Vai1, Colorado 81657 40IO HARBOR PLACE, COLORAOO SPRINGS, COLORADQ 8@17 303/ 5947647 8.&xwr8sr Soil & Iniradoiion l;':gineeting REPCRT OF COi.JCRITE FIELD T;STS & CO},IPRESSI'fE STRE}IGT1 ASTM I\IETi{ODS INDICATED i ff*ii.ccltion of Pour in Structure lcn tt0" Line, Job llo. Lab, Iic . 20+ Conc. Co. Por'uo i.:-r: 101:-* -r 0i- j -( ,;o'/-"i12) Time l,tixed -'- L:07 ara Time ArriveC : Z:0: nniTruci: .rrl-o. rt57 Ticket No ._LQiei_ Cu.YCs . Placed D:re }rolded: 7/LL/7) ^ , - --G3l-66 - ,,^o-Uoncrelc'ieirp. E_, +rr leu!. .W__I Slump :,i ' wt. c 143-66 vot - or Time: l-2:45 Curirq si g3mplsffi Lac. 5n ldolsi Rocm . r,,. JI:OO" ...' of Presh Conc. PCF-Jr.r.3..:- Air Conien c 138-63 C 231.-62. Lra 1./ l:oac Cem.ent Ratio oz/cY t- I iDesign by llt:il"a Cores r. ,ta cA ls:ecirnen No. lDite Tested :Di:ii:::sions inches -Std 6xIZCyI ,S::cinen \Yi. Lbs,BSSD/0,t963 CF iifeight PCF BSSD i-::ea Sq. Inches -src cyl 28.27 ;i:ts.r. Load Lbs. GallSack Water Added €9 PLani ,- ic: \'\:lq j.., rUI Specs .5i Se-c:;Ccarse Aggregete PC:{ lla'-an* flnnia:. I Fine7 /;,tl 1i..'p: cf (l) i i:: a:':.-3 Diag .i Shear (2) (3 ) Coae Vert. So-lit tl lt l :.-::rk; *!'io -;jusj.h.,Ll c:i;ei'!or f ailu::e r:t eSaE:-- I ^;*- ies ted J,Saropled By: f . J. l.t+ie$igPed BY: 5oil E $oundolion Engineering oru JuLa6rez4 1033 South Frontage Road l{est P.o. Box 1944 Val1, Colorado 81557 4OIO HABEOR PLACE, COLOBADO SPRINGS. COLOFADO 8@I7 303/ 596-7647 REPORT OF CONCRITE FIELD TESTS & CCNIPRE C+riractcr: Prc ject: Lccatioil of Pour iaon rr0rt tine. Trucl'. llo. ]ob Nr,.10i:-r Lab. No. 1Ce-1-( I.-*_._ Curlng of Samplef-l Inb, en idoisr Rccn- "{ 3}:.66 - .- Air Conient c t38-63 ... Galllc:d - 23t-62 cyTTruck . D:ie Molded: 7/!L/74 - Time:_ c 3l-66 Slump of Presh Conc. PCF c 143 -65 Vol. of Load 'l Water Cenent Ratio , Gal,/Seck ii/ater kided (@ ptanr ,. Jcb ACnixiure: AEA z/CY lraa | '| Cenen',- Contei:i '"-^'?CY-=..*-i'!i< lio.: Desiga by Ccerse AEgreEete Fine Aggregaiell i-,- r 'i l 't' -- I - ..J-' - ! .PCY Drllled Cores Specimen No. D3te Tested inenslons Inches -Std 6x12Cyl jSpecimen Wt, Lbs.BSSD,/g.1963 CFffi Tctal Load Lbs. (l) Flas -bnear Teets 1Ti'pe of lFr:c:,:re (2) Cone (3) Vert.3oiit .i t, i5::en;rh - Actual PSI C39-66 ,:;Ji,?::r Req'...1 . PSI Spec!f ir'r i:-:::arl',s Excessive sit:np, reiecte l.ieier Signed BY:Tested By: T- ,T^ l./iei ev. SaupJ.ed J. o e,Htlsrg Seil & furnriciion i;gir':-":li;ig iIEPCFiT OF COl.JCR:TE Fi5I"D TESTS & CO}.IPRESSi''./E F.ST }I }.,{E?i{L1DS INDICATiD Rrt AUG21S74 1033 South Frontage Road I,Ies t P.O. Box 1944 VaiJ., Colo:adc 81657 4OIO HAABOR PLACE. COLORADO SPAIIICS, COLO|IADO 80917 303/ 596-76,i7 ST.\ E }:GTIi r^ l- tr.jU!J :!tv. r1;r'-l i r#*,r**.-q- 4€r*!i.drsi !d*f*.Fr4'.a!4.dsqiinrrre.#'t l---cc:l:.:r cf Pour in Slructure iriall- E-C on rrlr Line-Tine-l:li:<eci Z: i5 pai t., t 5/ra'!--+:l:-u:l: ].lo - 5I1 Tickel l.Ic . VC592 Cu.Ycs . Piaca.l i5 Time*+F*#l -Jl _:2_Aq_ _ !: ie ),loldeC: 7 /9 /? !+Time:4::io p'm Curi.ng of Sarnpleffi I l;{oisi- F.ccrn Conier: z, z"q ?t ' (- aal t4\J t'J !* \J ' i,trr i,/'.. -,:-r -1lab. {.i]:65. p 3r-66 Concrete Tenp. 8-o_'I, e:-r T a:r n R2"E of iresh Conc. PCF I L3- i2 A.irS,!,rr n l' n*. qy - _vyt. c t43-66 Vol. of Load 7t c 138-63 cyTTruck GaI,/Seck vYater Aclded @ Planl .-,. _._i::?: oz/cY Ceraeni Conteni SPecs. i* Saet Ccarse l-ggreg:t=?d,i iL::l ij J=5:r.!Fine Aggregaie aiJ I lr:.1!ei Ccres Tests at De e-Last nc.nf .i "::r - i Frorr ;9^l i ^ar^^-L Ll\.,t -L (z g, i, l' D ^t'<r( l,b \J l- a /,-] !. std '<+'i l-l+l- i /'O..'/ | c 42-64 - Sid 6 x 12 Cyl. B-1SD7'0.i963 CF L,Yrstd 23.27 /a\\L' Coae /?\ \,fari E i --: i:; t+* r--1:- 1ill.- 1 ll-lltI lrlr | *!, .-_J I rll ilit t-_l ; f.ai I rri.s naz.'--c ! jtl90 r-- -t',,t:'..). . ,4 -_-- ..f .i/, Soiii Sanpled By: .-,--11-- .; / ltg-"j "tir:: ,-.:-: ..'-"-! o 8"&ffiflr$ O Rtr Auo 21 ls74 1033 Scuth Frontage Road trfest P.0. Box 1944 Vail-, Colorado 81657 401O HARBOR PLACE. CO LORAOO SPRI NG3, CO LOAADO 8@17 . 3031596-7647 5cli ,1 ?sundo?ion L1,lir"!esring F.EP3F:T OF CCi':CF.ITi F;E:D TISTS & COi{FRESSIVE STRE}IGTH P.S'rl"i N1;TfiODS iIIDIC.4TED tlit t"**sportation Gent& ;j;:c::ion cf ?our in Sti-ucture Slab level 5 278-258 i ]ob l'ic,. l0l+-1 :-_-- Lab. Ii;. 1o4--r_-( ?fl i-28,8) -. Conc. Co. ?ime i,iixed 7:1J anli:.;c!:}io.l-4--TicketNo.YO579Cu.Ycs.Piaced28-?irrreArrive@ t'=ie lvlolded: 7 /g/?4 q.,3I-66 rime:!al!s4 curica of SanRle{XE Hlau:n M."l:r Concrete tenp. 5.7"F, Air tercp. Z5uI Sl.*p 2*________Wt, of iresh Conc. PCF 14j.68 Air Conienz t.4O % c 143-66 C 138-63 C 231-62 _ VoI. of Load 7 . cyftrucY Gai,/ioad ;'.-:::r Ceneri Raiio GalrlSack Water Added @ Plant '. i::; S:ie 15 oz/cv _ Soe.cs. 6 Sack Cenenl contex.: "-=t'PCy Ccarse Aggregeie Fine Aggregate PCY .-r- I _ 1 i.? -j. no, of, _'1 o00 \L.rql/ ,_qK..,:: t=sign by :D;:il=i Cores c 4?*64 iSSecirnen No, l+ ,t :ie iesiec :l:=ersions Inches -Sid 6xlZCvl 'S;ecimen r.'/t, Lbs.BSSD/o.1963 CF r,"-e:ght PCF BSSD i.:::a Sq. Inches - Std CyI 28.27 t3) Veri. (2) Cone ilLJDiaq.Sn;:r tl I tll-3Soiii Sampl-ed €.&naaeer8ee r .l .r r I -t)i':: & rsui;t::ir::l i:r.;:l-"erin,g i I i!lloi_q-9:.tei!$__Fi.!!!: = s.T$ s c c r,r p n r Fj r r? F r n I };GT4 ;t S'll,{ l"{FiTrlODS Ii,lDICATED Rtr. AUG 21 1s74 1033 South FronE,age Road West P.O. Box 1944 Vai1, Col-orado 8l-657 4OI C HARBOF PLACE. COLORADO SPAIh]GS, COLOAADO 8C9i 7 3031 596"7647 Transpcrtaiion Cen of Pour in Siructure jqd leve Ticket No. V0558 _ job 1l c: .1n | 'l]U+-J -!Lo) ?ine Cu.'igs . PiaceC 55 _. Trne>\ al D:te ),.lolCed 7/8/74' Time:9,: jO an Slump .J.O of Load -- f - p 3l-66 e ;5l'..qii. Tenp. Zlotr'' Wt. of Fresh Conc. PCF Curins of Sample$ L*bl.&E !,lolst P.cci- \., .J i:-.)O Concrete Tenp. c 143-66 VoI. L4r.7 c 1s8-63 cY/.ltuc?, Air Con'i.ent 2.5 9/, c 23i-87 Gatr/Loaci - \r'::ter C;::rent p.aiio Gal,/Sackr+yozzrl]-T,n aooeo :l\r-+^- ,\-l-1.-.1 ./i: _1i--+ t^!.vY (r L-t ,l1iiu,J qr 'g t lc rlL :. j Jr, l.:r-i',:;'r:.:' 1( i-a a:.1 . frilt oz/cY Cenent Contan! Specs.5 Sack Ccarse Aggregate Fine Aggregaie {Get) PCY tl.'J r, .-l it 'r- \-, i. Der:E:: by PCY Dr:jlei Cores_ c 42-64 Tests at Days Aee - L ''ast no. of Srec imeu 1;o lar.r r-9?ac l -^^+ -+ , Scecimen No. I l_OL-l 271-1 lt 271+-2P)l /1-1d D:te Tested 7 /I5 /7 t!, /22/71'i/5 /7 t+a/i/", Di::rensions Inches - Sid 6 x 12 Cvl.std c+/l std Sl=cimen \Yt, Lbs. 3SSD,/0.1963 CF 16^11 28.29 (.() . i'eiEht PCF BSSD 1jrlr. 1 ]/r/r. l+144.1 1t,7 L 1 /, ? A-rea Sg. Inches - Std Cyi ?8.27 c6 -1/28.2?28.27 Totai Load Lbs.117000 r18000 I3LOOO 15000c I-)CUUU Ii'p: of (l) (2) (3) F::c:';le Di.rg . Cons Vert.Shear Solii r r r--j rl U r-tir I r---1i:it i::e";r:h - Actuai lSi a-'i3-6: -f 1-/ tl t r,1 2)t i-f4r -T t7'7 : j:.- ;ih il':q".i . ?Si ljr.,.:r. ifi..:d g2g '5roo 00 -.;ioo : Tested ily:Saupled By: o &.ffir€ F.EPCFiI OF CC)!'ICF T; FJEI-D :i;STS & CJ]',.!PRESSI\.'i STiE}IGTH .r I r'.\;jii * ?til-ll!;;il Jlr-:in.t:iirn O fltl AUG 21874 l-033 SouCh Prontage Road Ilest P.0. Box l-944 Vail, Colorado 81657 4010 HARSoR PLACE. COLORAOO SpFlNcS. COL6nAOO €O?t7 303/ 596.7647 A.STlri l,!iTiIODS iIJDiCATED fob lic .10L-t Lab. lr:. !o4-!-(z7T?9,?) -_-Eii.j.a:icn of Pour in i7 on rutr Line. D:te irfolded:Time: 4:20 pmCuring (1 r OI UAN1P:E LILK Concreie Tenn. ?O"F, Air ?enp. Slurnp l* : Wi. of lresh Conc. PCF c 143-66 i,loist Rcc:r Af Conient___..[.O. % ___' c 231-6? Lal. c{, i iJl:oD ' Vol. of Load_l______SylTruci; .fla I /Lnr..{ ' i','.'ete; Cement Raiio . Gal,/Sack Water AC<ted €l Plant ,. j.:i: Cement Ccarse \\-:s ^,Content PCY \L:,: i/ l-ggreg'ete PCT 4gsrega:e PCT D;ii!eC Cores c 42-6 sAee-L no. of ,ipec^^t--inen ifo Lndicates test ai of aPe Specimen No. l_04-1 27?-7 2tO-28 10t - Dete Tested ? /1a /?? /r5 /? t+7 /22/74 & /517 t+ D:.nensions inches - S:d 6 x 12 Cyl std std c+A Slecimen Wt. Lbs. 3SSD/0.1963 CF 16. lt 10 . )-)28.35 10.1) \i'eight PCF BSSD 1 t,Z t,L44.t+ilf4.4 r_& 5. 3 fi:ee Sq. Inches - Std Cyl 78.27 14.1/10-4/{o.1/4C../ lcte! Loed Lbs.88600 93400 106000 l_26000 L350CO iri'pe cf (0 t2) {3} i?:tc='::e Diaq. Cone Vert.i Shr:ar SoJrt E n Li-i ', /' I l--1irll-i f-,li t: t,L-i f :e '.,1i-'- - Actuai. PSI C39-55 :,'l ?r,3B20 *No visibl e exteri-or fail-ure raar T. J. iieier Sanpled By: T. J. I,ieier Signed iI-.1 AuB211974 1033 South Frontaga Road West P.0. Box 1944 Vai1, Colcrado 81657 4010 HARSOA PL,.1CE. COLCTIAD,'J SPtltl.lcS. COI-teA3O ACSIT 303i 596-7647 €.kr8ee Soil t?. icl,:dqll,lr I:rgireri'i::g Ri PO F,T O F .C O r.; C i:! TE Fj_t _p Ti S T5 & C il.": ?$ S t_r$_!:IlicLi i.S"i ]rl ),1ETi{iDS iNDIC;.TEIl I lou :t,.... rc4-1l. -.+ i Lab. ir';. ]OL=)-=JZAJ-2?A) T:ine i'ilix i:uck ].lc " 5i-7 Ticket No. VOF52 Cu.Yds. PiaceC 1l- Tri::e il:te lv{olded: Concrete Tetp. Siump - 2.0 c I43-66 Time: 1:25 nnCu:irg of Sanple:.Ei Lab, f.i-- l.f-oist Rccn L, J-t:- O O Air Csnien: .* ? -7 j'= {v{ Jr-bo:43' Ai-r T or.rr., lqOn of Frcsh Conc. Vol . of Loed PCF-----lg5-q-- c 138-S3 cyl rrucK t.J Li ).-a:. Gal./laec Water Ceneni Ratio . Gal/Sack Water .l.dded i3 ?!al: ,. i:1: lUiii ?CYACrni:ri'-rre: AEA oz/cY Cei-,,ent Contei:t i!i:< Nc.: Specs. 5* Sack Ccarse Aggregale Desigr. by Fine gregate It -,!CY iDrllled I Ccres c 42-64 Specitaen irlo. fDste Tested iDi::renslons Inches t -Sid 6xl2Cyl ;Speclnen -''Yi, Lbs.BSSD/0.1963 CF \veighr PcF tssstr Arce Sq. Inches -Std Cvi 28.27 Tctal Lcad Lbs. Tests - Last no. of Speci:ien l[o. vzL. 1 1T1'pe cf;-!t'.:\l-.1..it'---'*," ll\E,r r\.t--ul(ju. Shear Ccne (3) \Ieri Tested, By: T. J. l"ieler Srlii Sanpled By: T. J igned t---u- iaaa ,r - €.&ruffier8ee a :i -r)x;l *,';J;i;{lit:l i.-..,i-....,i.-."!.r I l..r ri:r l;.ii:l r. ! l,\_.';<. r 'J I i_ ,,_j i,i L , .,.:- I l_, RLt AU6 21 lg74 1033 South FronLage Road lfest P.0. Box 1944 !'ai1, Colora<ic 81657 4010 HARBOB PLACE, COt.ORADO SP9ll!.tCS. C4 '-ii{Agf) 6Cg!7 -?03/ 596-7637 i::.-lJ rLi.tJ .J \-..., '.'ir.rco)J - L l:I\.-::Lrl:-r ;:..ST 1,1 l.,iiiTiIOD; I l'.' t-iCATIl) ) r.\; .. -'r . Conc. Cc.| ^.^.t-'-:r n our in Structure Tirtle iruci: l:a._- 5i0 Ticket No._y95i8_ Cu.its. Piaced ll-3 __';i;re Tnh 'i, l n r,-'l,vJ rt,-, _ i-VL_ * . _ l-nb_ i.' 't n/.-t-r2q4-2qti) ],i i..';.,i i. E!, = "r,r *:rj.;e.j 3:51 ar-, _ _ Dite :Yicldec.. ,7 /)/74 concrete Ter:p. 56q:t-,i99 SlumP )t c 143-66 Curing Wt. of lresh Conc. PCF__IS<:9_-- c 138-63 Vol. of Load C\! / ItuC:\ ;j.:.; Con;eli 4. L oi C 73!-'az Gai./ic:d \\':ter {ll:i".en! Ratio Gal/Sack vVate: .tCCed rB piac: ,. f:: --.-.!. iJvr,;K.'- Poz,zi lii,h added ACr.-iixi::ie: AEA ' i':e Lioz/cY Ceneni Conieni ?CY Specs. 5 Sack Cce rse ,Aggr-egaie ai_ ; e -\ggregaie "lr Aggrerla Desig:- by Drilleci Cores c 42-61 Specimen No. Date Tesi,ed iDine:'.sions inches - Std 6 x 12 CluI I tSsecimen Wt. Lbs"ESSD/O . ]9 63 CP Veighr PCF BSSD lArea Sq . Inches -Std Cvl 28.27 Tctai ioc-tcl Lbs. Tests at Dav Last nc. of S::eci-nen l'[o. ..r 1C.41 (t) Diag. S hr:.:i r Cona t" '! Veri. Tesred - ;\ccuai i $i i3 3 - 5; Sc!it Sanpled T. .i. l,leierSigoed BY: , 8"&,ss!€s'€flg * !l 5 r. ! ..lr.ljj .1.,"1:.iiiil:l!.1 i-.o3in-'=r!r:g ii. PCt:'l Cl CCiiC!:,lTi o fltt AUG 21 1974 1033 South Fronlagg Roa'il I'les t P.0. Box 1944 Vail, ColoraCo 81657 401O HAFAOF PLACE, COLQFTAOO SPltINGS. COt.f.-f ADQ 8r.r9:7 30.?t 596.?647 iiILD'i';STS & CO)'IPRESSi'.fi STR;--]:GT:i Asi r,",t l,Ii?ita;Ds I i.IDjc-lT;D Clr-i:.:,.::ti: Prc je ct: Lr:ca ll::: ci ns*'.Con Iob .t.0t-1 Lab. i'l:. 10/+-I-( 229:<5-E) Conc. Co.evel. Time l',IixeC_-9 :48 a:: lT-'^'. \:^ c.'lf\;rrqe.- --.r._2/.1\r Ticket N".-[Q244.__Cu.'ris.PiaceC*!l$__',ine.arri;ed tO:25 s__r-* D:te l.':clded: ? /1/7 L Concrete Te:rp, Sluri'rp 4+ c 143-66 Tirne:IO: 50 anCuring of Sarnple*l{ Lab, f.il l4oist .Rccrr-t 3]:-66 -c 3i-6659"F, Arr Tenp. !!l Wt. of fresh Conc. PCF_I&I1L-_ Air Conierri 1.4. % c i38-63 c z3i-52 Vol. o! Load 7 cy/ ttu;:i '!\rite: Cement Ratio GailSack .\rater .a.dcied ril Flcnt ,.. fcl' S:t: 5Pozziliih added ACnli::,,:e: ASA I,r3 r r/ Ceneni Co:'iten',- PCY PCY PCY lvlit l'. ,' .: oz/cY Soecs. S Sack Ccorse Aggreg:ie Fine AggregaieDesi;l by iDriliei Ccres 12-54 Sceclrien l.Io. Date Tesled -Std 6xlZCyl lSseci;aen Wt. Lbs.BSSIz'0 .19 63 CF ireight PCF BSSD Aree Sq. Inches - Stci Cyi 28.27 Totei laad Lbs. Tests at -'j,ast no.of Specinen llo, c. iDi::,e:lslons inches I t iit.lo - il- ) f - -'l-: t !-i a-: ---,t' '- - ' -' - I 0) T-) ! ;n Shtlar (,2) Coi-re Vert. S rri ii i LOl 7 i ,l/ Teseed By: T. J. i'ierer Sanpled By:f . J. I'iei-er Signed Ry:.///,t..*----J/":::-:-__;/_ l;l 'Ii2l r ru JUL2'@ 1"033 South Frontage Rcad Lrest P,O. tso:'r 19ir4 \::.i1 f nlnr=.1,r Ala',7 401 4r HAe aCi ; LACE, Cu L 1'r !i AD0 SPF I )r ::a--'-i,i i ': r : -'.-',1: i'lrr l .' 'iJl:t i26'75a7 Pr. P C ilf C . 3 ? i:C :r.iT; i: I l-D Til TS j -C :l rj I' l!!j._:ri,:::Gij. i-^5Tl'i l"lijT;:d,Dg ; l,t'Lr;C;i :D .i*.,.,.i -:i ,.r _' L-- ,-.! il. I tllc '1 rl -;r'; ! jcc l-;r . tab. iio - Conc. Cc.l-jLcceiic:: ci ?o ! cture Slab aL-21 an ts+" le..rei. Time Ticket lJo. r,;fr5l? Cu.-:-ds . Fjacei i Oi - li:,e lv!i-x':c i:i2 a::. I.lrrlr';1.- Curing oi Sarnlie{i 'r..'-\.t:r J-r.r.-.i-al. c(! , '- -.', /' - ^ -..j-:tr'-\.;::ir i\:r Ccr::"err: c 143-66 c 138-€i a":': t t:1i/ c.-:-v- Vol . of LoaC ',,' cy1'Tru::',: ',i.1ic: c:. :-:ent Raiio Gai./Sack ,rr^r-_ nJ-,--i A i,!t _.-i'r Aiel C,Uqgq 11 ;':a: :. i j J.- oz/cy Cenent Conteni Ccarse Aggie.jr',:e F: r.a lr'nror r I :r *..v -.r,:,.v-r(r'.i PCi .i,. , POZZ.;-r;ii ai-ideo- j^l-t: . - r5r aL It Ci;res ia c/ - srd 6 x i2 C','!. SSSLrz /r, 1.\.. .-rU.:'AJ Ui ct.l L,r"t lb. tt Tests at Days Age /r\ Ccn: l"\ 'iesie,l d;:: .',.. ;. iier C-i,!J cri S tiit '.\-..- " ,tz -- -1---:-1 €.$amreedse t rl .r a t !-)iiri i.: i i!i3i { illill r.'1 t <'1 - i 13; d Jr'4 4 *r.rlji:r * t. r.i;i PiPCiiT ..]F {''Ci'ICF.:T; iIC:D i''3!S & C;}.!PP.iSSI!'E SlNi-}ICTTI ir.STl.'i I"{ETiICDS I}IiICATED Rn AUG2r1974 1033 South Frontage Road West P.O. Box L944 Vai1, Colorado 81657 40io HAff8q)H PLACE, COLORADO SP \CS COLCRACOii09lT 3C3/ 596-7647 Cr::::t:a:r-lr-:;: Dr.- i., -j'. Construc i.i- ta.ticn Cen ]ob l{c l.OlL-l- .-._ -.Lab. II: . 't O+=1-( ;,_+-l_-42) Conc. Co.rlo tli-xLcceiic;r of Pour in Structure betv,'een coru-r:ins :a-I:z gn ttgtt 1ire.Time lvllxed ;: I LFIL--_ Tir:ck iio. t50 Ticket No. V0529 _ Cu .Yos . ?iaced . 12 Tirne Arrive'l_::-48-_pu__ Daie '\,{oldecl: 'i /2/?4 ,.c 3i-66 Conc:'ei,e !eup. 72"F, -{ir s lu n p=-2*.-=-..-- wt . c 143-65 Air Ccntent ?-8, !, _c 231-6? Vcl . of Load Time:4:L_O. pvn Curing of SarneleQf,!er&[ lL'{oist Rccn Tei:rp. ?8-oF of iresh Conc.PCF-l.lLa-- c 138-63 lrVit€r Ci nient Raiio Acniixi:ire: AEA Gal,/Sack waier A.dcid @ P]ani Cerrent Content r.-r-, \r': -.:--_'tG;ii i' '-J I,o=/cY i\JJrjSri..':. - l'lix l. :.:_ Desigi-: by Coerse Aggregaie l. PCY Drili=d Cores c 42-64 lSpecinen No,i0L-t Date Tested jDrn:rsions inches I - Sid 6 x 12 Cyl ;Ssecimen \Yt. Lbs.BsWo Je63 EF 'feight PCF BSSD A-rea Sq. Inches - Std Cyi 28.27 Total Load Lbs. I j J !t 3l !F..-.,.-,-.t.--"---' GJ (?) Diag. Shear l.j':;er;.ir -,l,ciual PSI C39-66 tr Vert. S oLlt :1,6C2-./ / i ' -r-. T,esF9 aq Dan?. Ate 1 'l/l4)1 /r2 !_Aa: f O!=i Lasi'no. oiavs o:of ,gnecinen'iro. r-.-1ri:l Tested By:Sanpled By: Signed BY: '; o .&ruraafft HlAus 21974 1033 Souih Frontage ?.O. Box 1944 Vail-, Colorado 81657 Road l.Ies e 4010 HAaBOR PLACE. COLOFADO SPBIt\lcS. CCLORAOC 8Osi7Ssll R flrrnC:u]ll:r P.Ensrile'rilr:3 FPItiD rqtSoRT oi crri{cntT; iiE:,D TegTS & col\,ipf1E_ssryr siREuSTi{ F.sTIJi }JE?iICDS II'IDiCATED 303/ 595.7647 C.,,: t :.1 ci? r: >ri\i.lFl' Loceiicn of Pofi i,r-u cture on rrArr liae; f ooters 1-4 on rrCu line.irucil No. fob ]Jr. 1Q4-:l .r,ab. Ii,:. IO4:I-J Z!J'ZL6) Conc. Co. Time l,lir:ee 2_:OZ p:s ,rirt"t rvo. vOlC--' Cu.Ycis.Piaced T8* ?ine Arriv'e{=E[-" D:'.e :\".lolded.i 7 /L/74 I3l-66Concrete ?enp. 75"F, Ai-r Siump_Lt____Wt. c 143-55 ?irne:J:05. pm Curins of Sanple{XF !qb, .&I l.l1oir:t Rccn..v J-i:-co rTam'n Rr oE' -v*v. \r/+ .- --f- - Ji,=._:: of Fresh Conc. PCF tr.3-t Ccnieni L.4 9'. .-_c 138-53 VoI . of Load____2.___cyTTruck : J 331-n2 G:i./ioa:: iD;:iI:i Cores i lSpecirnen No. lDsre Tested :Dr:r:::si.ens inches - Std 6 x 12 Cl.rl :Specimen l^it. L5s.- r -.r /.1:-\'Jrl'U.l. J OJ Ui i1i'eishl PCF 5SS3 i.tea Sq. I::clres - Sid Cyi 2e.27 iT3t3- LcaC Lbs, 2 st 1'/.6 1. t- 10.1 i >ge, l, aoi)? - Last'no. of Spec l{o. o00 2ggq_llooo en 1ii'p.: cf {I} ii:,"t'.:':: _PiaS.i bntlcll (2) Ver:. i---lt: i-__; ':l:rl:.;'n - ir:t-ual iSI J33-t-:'r S::iil L..:srii(l g:r': T. J. iieief igned BY:Sampled jo77 '$"&ryexr8eE Scli ioundr:lion i;: ; i;r ee rin g R[POR,T OF CO:{CF:ITE Rrt AUg 21 1974 1033 South Frontage Road West P.0. Box 1944 VaiJ., Colorado 81657 4OIO HAREOF PLACE, COLOBADO SPRINGS, COLORAOO 86917 303/ 5947647 F]ELD TESTS & CC}.,IPRISSI1./E STRE}IGTH P.STM I{ETiiODS IilDICATED lIruck.lio. li'.orlo', J Struciure ]ob lic. .104-l Lab. l.I,-. loL-t--( 2jqi-100) _ Conc. Co. ,.Ai i+ li::#egffi D:te ldolded: 7/!O/?4 Timet 9:00 auCurins of Samoleff Lab. &I] l,loist Room- T 3I'66;- TG 31-66Concrete Teap. 5E"F, Air Slurnc Jr. |?.s'--n tnvll - +- of iresh Conc. PCF__&j.=!__ c 138-63 Conieri_jIJQ_!_ c e3l-62c 143-66 Vo!., of Load cyfiruck flal-l] nr.i ' eni Ratlo added oz/cY Gal/Sack Water A.dded @ PIan+ ,. ]c! iGal) PCYCenent Conten'"e I //-'r Ccarse Aggregate D.-l, 1i.r-1..t\rL . .2 ./ t:. ;.l\,' /': -"i _t 91--'tL l.,|t d lfriii:ci Cores I i c 42-64 tspecinen No. lDate TesteC lDinei'lslons inches -Std 6xIZCyl :Ssecimen Wt. Lbs.BSSD/0 . 19 53 CF '"eiEht PCF BSSD -irea Sq, Inches - Sld Cyi 2A.?7 Total Load Lbs. iit Cone;T'''Pe of ! F.r r rr. -cl"-'--'- /2 \\.),/ Vert. S oLit no. of S-peci-nen i,Io. ltDiag. Sheer- !3:'en;th - Actual ?SI C3.3*66 .::::r:..._; -_i: ie.l ,d. :jI S:":ciiii:,: Sampleil SigoedTested By: *P By. ! f,-z-- - o 8.&mrer8 + ,t rr .- t -t\a i; L. r ::) :i r ' +' a 1' -\- lrlJrr,l it a .- ! . r rj \. ; . i, i r t q .1r +. a 4li'; a :1r Jr5': i.j r' 'l;rl i ;l- fra.\:. 't' ,'\ tr 'r\rr/!r-, F<. trl \-l r\.'. \Jl !- -;.r\...'.'- t.l nU AUB 21974 1033 South Frontage Road liesl P.O. Box 1944 Vail, Colorado 81657 40IO HARBOA PLACE, EOLORADO SP3II.IGS, COLORA.DO 8O917 303/ 596-7547 iiCLil Jir-TS & C.) j,iPi.tESSi\€ Sf iEllGT:i ,i3't .1.,1 l'1 ;-'li:uLl$ I it f I C;:.'I il) >r..:.'-:. i r'rn,r-i rr nF ftaLJ- ci-2 Pour in OYr llAll Ticket Job 3ir. iO4-1 - . ., I-ab. li,-. 1oa-1tr{Z15-ahA) Conc. Co. lt^ r/rt t, rtl.) ,-. . .iir.!\r. vv+/7 \,!r,..is. Piacgd Tlme Lj::.:ed. i:13 pm u t at- dF--'?irne li$I'i5_ l:50 p_n_^-1 Tlme L!i:;eri...-^ Pla"c.e,!Trucl;. :\.rc -860 on Center D:te l,,tolded: 6/28/74 c 3t-66 Time:2:45 pm Curing of Sample$_ lBb.- -&[ i,iorsi 3cc:rt 3i-6s - iir Conierrt 1.O c t38-€3 -ai vIl .rr L:v.!r]al /t.^.:,; Concrete genp.?5ol', Air Temp. 84oF Slump _ 4. Wt. of Fresh Conc. PCF L46.'/ c 143-66 !'- .)a I i\'::tei Ce::rei-ii Ratio Gal,/Sack ;\tater Adietl rJ P.lani ,. i::: oz/cY 1^^-+^-:'JY irl iili I v(Jr:L= ii .. i.,le l i ?l)\ Coerse Aggregete :-L: DesiEn bir Fine AgEreEaie f\-i Drillei Ccres Tests at Davs Aqe -i-ndi-cates te6t atc 42-64 iS.oecimen No.104-r lD"t* ?"rtud lDinei:sions Inches -Std 6xl2Cyl ;Scecinen Wt. Lbs.BSED//o.19 53 CF \ireight PCF SSSD iree Sq. Inches -Std Cyi 28.27 Total. Loaci Lbs. (r) Last no.of Specinen Nosof C4rl 130000 1 i,.'-.i+))! |4r99 _. J.A-OO ; -ll E a'>o iFrac:,;re (2) Cone /1\ Vert. Solii Diag. Sireer l!';en;th - |.ctual PSI c39 -65 lr'l,i C II i. i.r .,' .:-,: l'.: -l:s )U 000 *--+-1- T. J. i.leierTested By:Sarrpleri By: L. A. lechnsfgned tsy: /Lr- 8.&EwrEse F ul .r F ! ...i5ti .r i-cI$ jl,:*li91l t.i:iri"!A5?l?':4{ i" J,,. v er rr; u PtPOi? CF a,'C) i'lc:IT; 'nr|lue 'f ,fn''/"| 21974 1033 South Frontage Road h'est P.O. Box 1944 Vail, Colorado 81657 40IO HAFBOR PLACE. COLOAADO SPFINSS. COLOTADO EOgI7 303/ 596.7S17 & c,.-lriPf.:LSSftri :nC,-'iLrI:1, iiSli irl l'f i iil0lfS I:\IDICATf, I) t/- r-t-r -. - .. ir'.r;c.,-t. iccallo;t oi Four ln Structure T:iici-. l:ic.o Ticket icbli' _ 104-1 . .. Leb. i'1,:. .-- 1Cl+-l_-_(2J?-22?) . t-rr: - frfron A io B. D:te l,loldeC:Time: rer:p. ?AoF <lf Flesh Conc. PCF colcrete Te:.cp. drtt;99 Siunp__j, --Wt.c I43-66 Vol.. of Load 7 Curinq of Samoie$fii l.ab. &n 3,'ioist P.ccr.it -?1:-5e - 'l ,,r, ? i.:- .r^.^-^-l. l, 2 ir').+.+. ) r-1.!, \-,\.rltr=il: -.f .e :t c'yTTruc!: 'L- 4i:-i-:-', a. -i /i .--,:' c 138-63 rVat3r Adcied i::' liar:; ,. i::; i.ucii Ceinent Contei:: ?CY {-:-1 /r\) i;'i ! j Ccerse Aggregrte Fine AggreEaie 7 / l,ll A FFn^ao+ |t1 PCY iDrill:l Ccres 42-61 ;S.oecin:en No. lDate ?es:ed :Dinensi.ons Inches -Std 6xl2Cyl ,Sleci;len r.Ti. Lbs BSSD/0 .19 63 CF \feight PCP BSSt li;ea Sq. I;:ches - Std Cyl. 28.27 iictal Lcaci Lbs. aEes Last no.of Speciraen I{o ciays c ii;'pe of tl..f-,..^. (l) Diag. Snear / r'l Cone (3) lla rl Solit srd l_;1000 f-- ir: .L E '' ''l i -'' ]::: gj T J. Iie+:"_ s."pI"d ByrT.,J. M -+=-jZ-_^--=7r'-j7_-_ o ir;inerr!rg FiPOFT OF iCi'"'CiaTE FIC:-D TiSTS 5 C..-\'lPF'.ESSI"E 31i;):GT:{ - i.ST ),,i l,t;TiI,JDS i itLliC.4TIlJ €.&,maltrflee 5*i1 & Fcr*d::lic;r o ru AUB 21974 1"033 South Frontage RoaC hrest P.O. Box 1944 Vai1, Colorado 81657 4O1O HANBOB PLACE, COLORADO SPAINGS. COLOFTADO 509I7 303/ 590.i647 ruc '"i on Co Tcrh' li' 'i C' 1_ _J4._! _ Lab. l, .. . l-Ot+-\-(221-22(,) ^ i Conc. Co.rOIN A EO JJ. Tlme Li.i:itqv l aa clJo.V0tr52 Cu.Yds,PiaceC i47 T'.'r:*+Hi D:re l",tolded: 5/z? /.lLL Tlme: 2:10 pnCuring of Samlle4, 3 1_:6 S il liciit R,:ct" le1.z-li--_.-a- a':- :4.-/, 6.i..-U- p 3l-66 Concrei:r, Tenp.75'F, Air.Tenp. g4og Slunp 2$!l c t43-56 Wi. of iresh Conc. PCF L45.4 i.:i c 138-€3 1r,.r I of LoaC 'i cl /'Tru=.. iY:-tei C.::ne::i P.atic Pozzil-i-th added Acn:i;::--:r:: AEA Gal,/5ack oz/cv Cenent Conteni il;l Ccerse AggreEir-e Fine Aggregaie ?,:Y Des:.ga by ?ai liil!=ci Cores iVz-vt - L'ests at DaYs Aee - L asi no. of Spec inen }[o. n-cileates qe€! at Specinen No. , l_O&-l 2?3-7 I224-? | ZZS-IJ*t16-l( ! Date TesteC 2 h1 /7lL 7 /25/1 lDi:rensions Inches - Std 6 x i2 Cyl I a.l. rl std q+d c+,i etn' pecinen Wt. Lbs. BSSD,/0.1963 CF e5 -'/,1.,^ / -)lai^h,5 t6.c,6 28.6P, i TeiEht PCF BSSD 1lr5 - B .-rea Sq. Inches - Stci Cyi 28.27 16.1/28.2?z6-1'/ lictal Lcad Lbs.108000 i I nqnn 129000 Ii'pe of (l) (2) (3) Frc r:: :: : Dlag . Co:= Veri .Shear S cirt r r_1 L'! ti :tt lr I l)il'l' i :it; : l --: li-e:;rh - Actual FSI C39-65 j820 3909 T I q2z-_.::-'. 'r iie.:'ri- PSI Scr:rjriit:'i trnr\?qnal.J../ v-v -. SanpleC T. J. i'iei erSigned ru JUL 2 219V4 1G33 Soulh :voltege Road i'c:t l) i.\ i),^-, io'./. $ai1, Coioracio 81557 <oio Haqe,Jtt PL-ce, coLii:ADc s;-:ir.i: *''-i . ': * | ." r,At1.r a ,r ': -.: -{ il;* il:ri . c.. \.! lt (:..;r1:r-!i-\: T! :.1!a-..,i.:;-\J-J:,.., lrtrJ ^Ii\-j.'-./'J i^r J -\-/1--:/ i)rriaa|''1 S!e.'s 2->-27E fron .l" ic E. I:l-r l' 'i r:i 't:r\;!J. :\ -. -:U--_ /-^- ^ r. ii.ne i'l -:'-i 13:!G a- . --o !-r r,-:..i -r -i . -. F -,*''' -- - " -'----e-!-.9s. Ds ie ].icidec : 6 / ?'i /7 :+Ti.me:Cur:rg of Sa:r.:le{]-\.ii-ie Sluno c 3l-66 II I+of iresh PCF ',3 c 143-66 c 138-e.i Voi.. oi Load vjl 4rt-'-' ! GaI,,'Sack S::ecs. o Sac:i iine Aggrs.;iii= !, ll r.-:,r - -,t t- r'-. =-..rV rl,-i- --,1-r-.iC:.:!':i. i -'.:i: . ! ,''6r... rr.i i-.r,n'lo :-,: IJLJ-L!=-. \/el-gJ Tests at Days Age L. .: l, - ir.l - S:C 6 x i2 C-vi a..^F1 /1t:atj U.lJifJ L/; sic 1A j7 F-rl! t, l {?) S:iir .:.+ .'i..:-- - . SangJ.e,I By: r 8.Fe,Bffirflse ? .r :t t I ..;lii ; l'iliif;ir'r+:1 i.i -j i j::fi1 :i;*"i LEPa;.'i OF ':C)l.iC'.-iTt ;'.I]:-) TiSI; & COi,'IPRESSI.iE S'fRi]:GTi{ i:.ST 11 i,'1 ii? iICDS I :'iDiC,:. iiD QU AUG 21s74 1033 South Frontage Road l{est P.0. Box 1944 Vai1, Colorado 81557 . 4010 HAFBOH PLACE, COLOaAOO SpAri\'cs. COLOHAOO 8091i . 303 | 596.7647 itine (*st 1rft) - Tlmeiruli:t,.rd.jri:-.^,, \i- c r . 'r^, F.,: | ^r Hl.aCgFT:.ruc|:,r::.8-65Ti.cket]tIo.VO458Cu.1.cjs.P.iaced25i'*"5*-.5iffi...--- l.icldeC:Tirne:3:5O pn Curirg of SarnOle$ Ljb:Sl] i,icisl Rccir . \+\,Jr_uv Conctete Terap. 75'F, Arr Terip. fffSlunp ztl Wi. of i:esh Conc, PCF Air C:cnlerrt 5.9 ,ei c 143-66 Vol . of Load 7 c 13 8-S3 nr, t+l;,, -t--stl .Ilr uv:i c 23:-o? Gzl/Lc=C- :,\'i!er C+::reirt Ratic GeI,/Sack 'vVater Adder,l 'iy.' i.iar.t iini.:rr::l:: ii9F.a./cY Cenrent Conteil: . T-1. --tt"'tv.|:,7Cv ;r.{i... ' - . t Ccarse Aggregere iCli - . .1 i-': -.- iSesici n,; ,l;lllei Ccres c 42-64 iSpecinen i''lo. IiD:te ?esied ,Dl=e::s:rns inches -Std 6x12CyI S;:cinen l.Vt. Lbs.3SSD,/0.19 63 CF ;\feight PCF SSSD ri;ea Sq, Inches - Strt Cyl 28.27 rTctal l-oed Lbs. I lTesls at Davs Aee - r nqrcates test aE T ^ -+lab u rD of of Specinen I{o. da1's e. 28.00 -1I0 jrraa::i-.r (r) Diag, Shear f1\ Cone (3) Vert. Str'!it lir 1. t ;S-e:';'} -.1.:tuai PSI C39-66 ,j:-I li',,-,c'.fied, ,: .- :' ::1.. : Tasced By: T. J. I'ieier Sanpled U E.&ffir$ ': ' \:r1r{ - ' I Ilr \,: ; !rt\i.,1 ! i. i i.--,:.,...'-.*\ ...,.,it-..J :,li-_ I o i ilrl.',; a :i.:lT:l -1,.r::ffi.rf P. O. Bcx.:.9,1/+ \taii, Colo:aCo 8l i:57 aOl3|tAFiacj,:J Pi ;.;:, CflL(r:iAt:,'r i; :.'lii:; JUL 2 2 1974 :crr i!:r 'ir';r j\i:{l:,frr:, :-L '1. lransior'r,a'"i cr Ce:rt : - .-j T;cke t lrtc , f.-.h " ,. :-=-'. l,-. .^,-....- l^ - Time Cu .Yus . ?_iaced ,l :l,t__ - :r,,: .--.. ;Ol'l.-:-.----.- , i'n:iiie-: -:-- : a. i--.. ,--i-r'i. r-.r ;--::r=J-t- - Time:i/-r,ri nr nj C 31-06 .., n.-'n "* _*-**'*'-:\ iresh Coec. PCF ;:i: i c i:8-i: VcI . oj LoaC_ ?' :c_v"/Truri, I q i,.,;'. :-t, /r.+: l- /-1*--- :,. f :c. '- '':e--.'; llaiic Oz/C'{le::ieni Cci.i:r: ?(.:'{ .J- -JJ; r \/i-. g > \- =Z-C-r rSpeciner lfo. : t:ro {:.i-r,fi ! :::'. ; .. {- : :':.: li C:1g S - S:C 6 x l2 C.,.i S:=::lt,;l ',',:- :59,:- I l:-, /:, lcc: /- rfvi.J- f w.:e \JJ vi stc 28.27 Tescs at Days Age ri\-g1i-:1 , i'i;' :j:.. ;) 13l 'tf.:i. " . 1.. e:- e:' signed D'; : . -.:!":::.*-!-' i"-.-iicr,*e-l r;i-i e irc:-. €"&rcCes 1C3f So:rth l:oni:::;e i{oa.i i{ecr; P.0. lic:: i? -',1. Ve. j.l . Cc.lnr i.i,t E)' 1",7 4Oi r!:?:i:i il,:Cr, C,-....,.r.,.- '.,',..: 1._.,. :r "-.-l-:.-'i'-"."-"! i-rr: t? r-: l I | ;t-- C a:: tr.:-'. Illine. iT=ci: -'.rr io'-li j.n iicl<ei l.;c - Y.ll-l: Cu.':,-.-:. Plectc t_r,__ -" 1: --:i...-:; D:te l.:clcic: a/.'.:t /ii.Ti rnr,. Slun c 3i-66 1,4/l G i r i9 sn uoilc - yut' qJ-bb Cur:ng :,lC, .': ia.t \ ir-ai\'t-rr .:,,., -j-13 B -'.:i Vc;1. of Loail C ar'.r !?i) i 'il:'- r'.'-;..' .-.::;'.3i.1 :laiic_ Gai,/S:ck ..rar-* r..:-:.., ..- -,i- __JtC'-=: .ru-:Ur! -: a:a . ..le i:i ei: i it_,r i.: i,. I Fozz: -:'.!: L,",,. t.>r:.;tni:..;:,:?r irl-i.oz/c't 1.;i -__ : -, !^ i'1i:< -' -,.: Slscs. .: ,j ac::. l-r^ ^:--.,- ---JCJ-,- : -.:!lrorar:-:-:. .:, /!._tl - rv. ^ -..- -1 ,-.. '-- g; !-. v t: FC.rl 'r\,-ill-;.,-,__-.. !r:.L,t,;v i- J, = - it L, +4-Oq iSpeciner No. i I ltlo .4t-I-.1 Di:ie:.s::::: i::c-':es - S;c 6 x i2 Cyi ,S;:c:-.er r'.':. :-:s. :SS;,/0.1953 CI ii:ee llr. .ir,;l:r:l; - StC C7i 28,27 ".L J I-'.'r'r Tests st .Days Age /11 i1 i\er \v,/ Ccr:-- Ve r;Sriit r-]!ili! I I I tll!l--' .*-J* _/ San-oJ.ed. iy-: ftr luLaasTf ffi.&nurer$ag r. .i r :. I --i:;; .{'';'.ll'ii-r i;J:l i-- | .-ar:_da - r. :t r r::€, itJ-i l-033 South iro!:.€age iioad ltrest P.O. lior:191,4 Vai1, Colc:aco t'.1,6 5 7 40i0 HAFBOF Pl.nC:. a':jLOi<+:)O SPFtNGS. COL.]i .r -' .-:.:. 3031 :Yi 7qif7 i.:?CiT Ci CCi]Ci.:Ti Fii!D T'S?S ; C.Ii:?:IiS:J-': :::T: i::'TH C l:t:.t c:c : : Drnigr-1. ii:u:k !r's. i 6? Ticket lJc "_ y0l,_r.i Cr"l .Yde . Piaced. ,il, _, I:;= i)=re r"rrolceo,. urr!trtaa __rime:, Si.um9,Wt. of lresh PCF c i43-56 Vol . oi Load*____&__c!/Tru;',,- ,-:, lf uur13q oi,ba:Tri:e: I+U c !3 B-'n3 ' -,/ L.)----.e Gli./isic i1 :te: t;:men?, i{atio Gal,/Sack Oz/C't D=si1:: b."' Dri]lei Ccres \, 4t- 5+ Srecimer i'io. D:ie T=sled lD::ulsl':is jnches * 5:d 6 x i? Ci;i ;Sp:ci;::en r."'t. I,bs , -3-rt/0 .19 53 Ci qiverchi PCF i5S-D ii::a :s. i;ches * Std Cyi 28.27 lVeter Aedeci ,.-' iiai:: Cenient Conttr: Ccerse AggreEdi* Fjne F.ggre?a;: Tests at . 'o-l - :'.' l :.---,; Age , i- -g.t -'i,(:u !r-::: . ll r.*.--r i iJl V':ri, $'riic rtL-j t SaelleC L033 Scuth--T::ontage- P.0. lli;:: 191c Vail. Ci'-.;ri:.;,i1117 4\i lO ilA il,i r r,, Pl-;--i:: CJi-..:1,,r-r'..i;ili;.'-j.r :. llu JuL 22lg74 :ir'i"5i":''.,i)':7 lf c . * __ 5l_1 i icket i,J-o.- ja:!.r t_ l_ru .Ycs , ?iaced f i.-rlcl !. : i {_ r.,d - r,. .,: . -:.1;''a:._-+*-=.., ' -' a. -t--t -,1. 'r f . -- =,,. . ' 2" Time: of lrash Conc. PCF A:r llci:,',:::i a,i c 13b-e3 '.-; .1 .)*- "l* LOAG i ^=.,n.,,^--.1/ Lrvv:.-'-:i,.:'d c 31-65 ,Vetei .r.drj,;'t] .3' ..:': :, i::- Jelc,:ni Coni,-:r:: i llr: r-q; lryr'rrc.,; * ".' F.:rie \---^---^.-ag lj j uU.: i. ':- / i,1l '-\-il!:.--: Cr-:;': r C t:2-84 Tests at .Days Age ispecinei i{o. IiD:rc l'esleC I ,ll i --; - r-iLr-q 1'. - -.'>.6xi2Cvi '(-,-:nt -,:* l'-t_ l\c :::.r,/C.1Se3 CF Veicl:: ::,Jl: !::;1) It c. Sic C:ri 28 -27 t? \ Veri.liaii: l---_r. l'r Tat ..'aa. I lii - j'F- I ',1 ,- - r: r_,j!i!j . l:. ; ..: a r 1*, r! a {1)l -.1-- €.&wrf,se . .l 6 t t ,-)i1l ir .'iliili]f li')il ( 1 r i;" e.-, , i.11r iIPORT Cf :;31r;tITE ri:LLr ia3?5 & C;),{9':.:Et;;ii'i 3]i.lilc?a ist I'i I',{ i? ii'-r.ils : :\ DiC,\T:D frtt Jbz 6 1e74 ,'fi.;'r '' 1033 South Frortage F.oad. h'esi P.0. Box 1944 Vail, Colorado 87657 4010 HAFBOn PLACE, COLCP;DO SPiir'.rcS. COLORADC A{S17 3O3i a9;r704? i- Lab. i':,. 104=L=I2U-216) . il :::!.:': of Pour-fnTtr-ructure iialL betlreen colunns 1-c. Co. : a* on rrArr Li ner rrtne l.fi5[{i::.:c}:Io.86qTicketNo.iIOt,z1Cu.l'r-]s.Piaced21.:.=.:iif;ffi. , !:t-e :toldedz, 5/26/J4_ _- - _Time:.I+:00. pe Currng oi Sampieffi ia:, iil l.i.otsr, Rcr:::r | ^c al-66- - *w 3l-53 - iConcrete Te::':p. 800F, Air Tenp. $$ ;Slunp_?t_.-Wi. of iresh Conc. PCF__--1464?_ A:r Coni:-.: 5ip-- . ?i *.- i c 143-66 -nvol . oi Loao ( c 138-sii '-z 4i.i-I)J ./- .-,:,! -c1'/Trusi: '.'.'::.i C:i:reni P,atic . Grl/Sack 9z/CY-*- I g = 'r'.'r i.'.r-r.J't ef Ccres c 42-54 :Sp:circen No. iD.te ?ested ,!::re:rslons inches -Std 6xlZCyl .S;:cimen lVt, Lbs.3S3D/0.1963 CP ii'ieiget PCF BSS! :i:ea Sq. Inches -Std Cyi 28.27 :lcta! Lcad Lbs. 'rVatei ACrje': .3 Piar'.; Cenenl Contei:t Ccerse Aggreqa:e Fine Aggrege!ell 1-1 lL i last no. of Speciuen No, + -t 21 t,- c+/l ri 28.6 o.1 145.0 t-:I )rL6 :- irl I i'l i I 0) Dlag. Shear (21 Cone {3} Vert.Soiit iigO! l--li l: - Actual PSI C3.o - 5; r.'6,-.,.i l{r J. i'ieier Sanpled By:fested 3y: T'D4rll,.rss rrJ T. J. i.ieie{gned €"&rorfss ,- "1 ,r - I ..)ilr, : l3i.';;*;i:Cll . - - : ,' i-\,1: ; i :'1 f.,,i.iJ l (Ji ._.{.,':tt,..:. Lr, Onu JUL 2 6 1974 Road trlest1033 South Frontage P.O. Box L944 Vai1, ColoraCo 81657 4OIO HARBOFI PLACE, COLORADO SPRtNGS, COLOFADO 8C917 303/ 596-7647 iiE :-ii'r ;l'fS & u:, .' )'. i PF.ISSI1i!l .'l'iii ):GTH A5'ilr1 I'ii': iir":ll5 illilCi JiI) t^| '"i..1 ,-'. . I i.A ciion Cou !-i ifcJ e ci: I ilccqllo:r oi Pour in Structure S\ab 27-278 fron B to C Ticket l.Io ._Y0410 Cu.'fcis . PiaceC az- Trine lviixeci 9:52 ay_- 'i i :-;e Arri.:;ed__lei.l-Q_C$r- .D:te ),'!oldedz 6/26/7.4 Time:11:JO alcCuring ot Sampleijf ::L.:-S.ili-,, J,i:- O a concrete renp. ::etlt;?i reiap. ?8,oF Slurnpltt/r 7x ,21"rt /11x trVt. of fresh Conc.5rtffi[ffi65-- Vcl . of Load 7 PCF--44.1-- e 138-6.1 cy/Truct; .A'-r:!- : /11.:-ait: 2 rJ 't.rr:. vJri-\-rr- r.7 ,-. .' ".r'| 1.'J J -t--J; | -5 | t !,r"^r-1 r'.'. ter C'i r.r-nt Ratic'Pozzilith adcect i-d nri;<:: :r':: .l\[A ', 1i... \-- . G':l'lSack oz/cY Specs. i Sack Cement Contel: fcarse Aggrega:a :-.- ! Pi.ne Aggregaietl Des:ge by ,Drilled Ccres ! I c 42-64 iSpecimen irio. lD:te ?ested :Di,::eisirrns Inches -Std 6xI2Cyi ,Specimen \Yt. Lbs. ESSD/0.1963 Cr trreight PCF BSSD iArea Sq. Inches - Sid Cyi 28.27 ;?otal Load Lbs. - Last no.of Specimen d -10 oo0 T5'pe of i:a c:u:z (l) Di.ag. Shear (2) Cone (3) Veri. Soiit 'S';er;th - i:tuaI PSi C39-5S |, . .--:__ _ _: I . ii'- c r-' i f i'-: i .ygg__l_i2Aq- .:.:ii..:_. *-Ga]Iona aC.cied ab iOb site. l1206-7 ! ZOZ-L4 1208- r-] i i--i iLri : LU i,; l--tt-l!ri t--: L-*- :li li.ii tesce<i .lJ:r: T. i. l'leier Sampled By: T. J. iieier Signeo i; 481r- | 4740 o effisrg Sri! & fl:;Jr?ieir Ii;i:::erhg P[PCiiT OF i--Oi]CF'iTi iiciD TISTS & CC\,IPP.ESSIVE STR;}IGTH F.STM I"{;JTiIO]]S iNDICATSD a- -,Ftc:!.\., r, )rr.ic.r-1. ]-ccaiion of Pour in S'.ru Itfllt 'l j n,e. fnaio;g A-C Onv r:-.4r.v I . vv vrf ir,.rcl'. llo " *ft[-*_ Ticket E9 €. anr JUL 2 61s74 1033 South Frontage Road l,lest P.O. Box 1944 Vail, Colorado 81657 40IO HARBOR PLACE, COLORADO SPRI$GS, COLOFiADO 80{,17 303/ 596-7647 Iob lir' _ 1.04-1 -_.. ,_ Lab. I{;. rojt-r-(lS.g:2OgJ. 8on Conc. Co.l.iix blo.-V0i95 Cu .'{cs . Piaced Time l.".ii-r:-:c l:20 pn - Dl onaF-.-.ri*e apf$;*_t*Z:n _- !"'.e :\,loldedt_ 6/2i/7k- _ Sime:.|:OO_g 3!.-66 Concrete Tenp. Z8,oI, Air Teup. ffiSlunp lflr-Wt. of i:esh Conc. PCF c 143-66 Curl:iq of SarnpleET La:,sl's ':1. U Ji:33 c i38-63 Air Csnien: 3.O dA tJ 23:-iz Ga],/Sack I Water ACCed rg Pl::r:i ;- _1:i-, I -r- -. 'l ! az./cY ''lerleni Conteni Slecs. 2i- Sacli ! Cosrse .\Egregeie -lCY -. :Diiilei Cores rSpeciroen No. !D:re ?ested ,Dl::,e::sions Inches - Sid 6 x 12 Cyl ;S:ecimen \t't. Lbs . 3-cSD,/0 .19 63 CF l'eight PCf BSSD ii:ea Sq. Inches - Std CyI 28.27 iiotnl Lcad Lbs.. !F-,,.--,.-' t t! \\r, Diag "Shear \r-l Cona /? \ Veri. Tests a ]000 - last no. of Specinen ilo Istd i n L-__.! :S';er.g;ir - ActuaI FSI C39-55 Tested By: T. J. S olii Sanpled tsY1 *Signeil €.Sffmsr€ee Soil & fo$ndstion Engineering 0ruteoqq 1033 Sout.h FrootaBe Road Hest P.0. liox 1944Vall, Colorado 81557 4010 HAFBOR PLr\CE. CCLOfiA,DO SPRINGS. COLOfrADC 609:7 303/ 596-7647 ASTM MITHODS INDICATED Contractor: Project: | |ob Nc. . Lab. No. Conc. Go. 1jAri:, tr1ne,;..]5*15*..(walt) 6i:Te[jloe. , '' , Time Mixed__-U$g-___ Truck No. FAg* 'tibket No.VOlo2 Cu.Yis.Placed-LTirne furived 1:5o pn -- Vail Transporiation D3te Molded: 5/24fi1+ -- fips; 2:5o pnCuring.of SampieftT r-ab. &!-f l4oist Roc,T ^c3l=6 :'til:66'':- ''' loncrete Tenp. ?=oF; A# Temp. ZgoF :' Wt. of Fresh Conc. PCF L45.68 .Air Coni.enlJ-z %____. c t38-63 Vol. of Load ?___cyizTruck Gai./Load - L ZJ!-O.c 143-66 \\':te; Cer,ent Ratio Gal,/Sack Water Added i'g- Plant ,. jcb S:'.+ tGali'Cement Conteni .tCY Coarse Aggregate Ainixture: AEA oz/cY 314= , Design by Fir,re Aggregate Drilled Gores Speclmen lrro. . te Tested -: i::rensions Inches - Std 5 x 12 Cyl pecinen lvt. Lbs. BSSD/O.f963 CF v'eight PCF SSSD tuea Sg. Inches - Std Cyl 28.27 Total Load Lbs.- - Last no.of Specinenat davs o 47o' ;5058 I +egr i?ne of irr-c:i:e tt) Diag. Siree r (3) Vert. S rr'l if 6 Con lS':erith - Actual PSI c39-55 !:re:-.qih Req'd. PSI Spec!fied .l;e na:ks Te6tcd By: T Ileier Saupled By JB20 "" Slgaed By: cut?6 LC33 South Frontage P.0. Box 1944 Vai'l , Colorado 81557 1974 Road lles t r. .l .\ ... i -.:..:.1 ; irrrjil':0110n i;rgineering Pi]PCRT OF CCNCR'T! F"iELD'|ESTS & CO},,iPREsSIYI -co ?091 / 303/ 59$7tia , J:.XL:'l(-J-i.1 A.3T;'4 ITIETiIODS INDIC.T.'IED Tn:ck No. Job llc. 1O&-] Lab. I.i:- tO4--t:(.18?..19e)*_ ine on r.al-l. Tine l,:i,xeC ]:25 tm Ticket No.- V0qZ2 Cu.Ycs . Placed___e1 Tir:re Arrived 1 : 5O pn Molded:Time: Z:7;0 pn Curing of Sarnpleffi t=ql=^a! lloist Rccm--C: 3l:.56 ; - concrete Tenp. &tj ff" rer,rp. Srol 6/ 4L \\'ater Cement Ratio Admixiure: AEA oz/cY i.{Lx }lc.: Specs. 5* Sacir Design by ,Vaier Addeci @ Planr ;. Icb cenent content (Gut)""" Ccerse A-ggregeie !'rJ'i Flne Aggreqate i.;t- i\:q! iJ /c'. -!zll Driil:C Cores Specinen No.'- Dinensions Inches - Std. 6 x 12 Cyl .. jSpecimen Wt. Lbs.BSSD/o.1953 CF lWeisht PCF. BSSD A;ea Sg. Inches - Std CyI 28.27 ilffi 2l Cone {3) lfa rt Srilt Tests at nql_ c )7tj5 iTi'pe oft-I L?::F-.r-^t''--'-.' I l.ii:l:;rir - .Actuai PSi 'i r:'l -r:, i (!) Dlacr. Sheer Ertr 'vJ:-Cl) : .);Siec: i:ei. l_o Tes ted T. J. i/reier Sanpled t. J . l.leierSigoed ;000 r o ooo JUL 16 rsz4 '3qa l-033 South Frontage Road I'Ies t ,St P.o. Box 1944 Vail, Colorado 81557 4glo:iAFtsOR PI-ACE. CC!ORADC S:)tilJ; '. j, ':o'. - P 1\DC 309111';li i ilundqiion !;': gineering :iEPCRT OF CCliCiitTE iiELD TiSTS S CCInPREqSIVE 303/ 59S7647 STiiE}IGTI.i A.STTd N{ITHCDS iNDICATED tion Con Job Nc. Lab. iic. l-o4-l _-... 1OL-l-( l-?q-lE0L l'lixed 2:O6 pn Conc. Co. liruck No.Ticket ruo.VO]ii Cu.f cs.Piaced 2r Arrive.'l 2: <O trt Tine Tirn: iGai)', SK./CY -DesiEn by Ccerse Aggregete Fine Aggregaie :D.'!.lIeC II Cores S-seciraen No. D.lte Tesied :'lli"i' iDi:rensions Inches :S:eclmen Wt. Lbs. Veight PCF BSSD A-rea Sq. Inches - Stci Toial icad Lbs. ir)jT;pe of | !-: z^-:--al"-''"'- (3) Vert. S clit i-;t| -- -!Diag. Shear Il':e:;:h - AciuaI PSI UJ5-oo 4422 I i Ii i ? -- arks Tested By: T. J. 'I ^a,- . -'t :d Sau-oled tI . Irieier Sigaed o RU JUL 10:1.., South ironl.a:ie P.O. iox l9!f Vail , Cci o:a.io 81557 n|l1.1 !i.:,.rar':'l )' 'ri::_, cc:c3 \cil j., :' 3rJ3/ 5Srt-;0J; 221974 RoaC 'i"'e; r-, ' 1t Lr'J ari.j' .' lra i_ i':;: l''lolCed: 'i /,.:-i/Z::. . Time:4: li ln ^i_r o:-o?^i",-"-6a,,1 'ln:1n 'j;' '- :.i-r, i=.,r- ?fJ! gu:l:ig Oi bAmOiey!-\ I 3C. 3.! : .,1.Crii lr.CC: v J L:CO )lUi:3 ').') c I+3-55 \Vi. oi l:esh Conc. PCF L.3.9 c i38-63 ',/oL. ei Lc:i r7l :r qv.\ Cc.":,e:.c ?,aac .:.d.ied Coniai..i fcers+f .- 311 : r...r i -> irne Aggrega:+ {, +e-.i - .Sl,j' 5 :< i2 \r:rrf -.a -:\ /.1 ' - -.)OJtl/ tJ . :..! 1i C'.ri 13.Zi ?ejts at Days +s.- Lasi*itc . -1 i i,J-t " , I '. ^r,-\1', . '*J e+.. J 9P r.r Vail, Colo:a4o 8L557 .'Xl13 ilAiraOrr P'-.\a-: CCi_ J1.\D,r _ 3031 i96-764i : I.l .iT i.'i .': j,{-l l:r.Tl lI!-D'l:Si5 i:'.ll.lPil!3Si'/a,'j:R:};C^::i ,\ s l ),i l.{::ii.J DS i i.lllc.\'r!D JUL 2 21974 I{oaC i.ies r: RU P.O. Box 1944 o .:,) \ I ',}$te+*J:.y{rl+l ,.J -.r,dr aIt :on ilcil .;:ili 'c.:i.'leo:1 :) l. .Vo._.LU=!.]__Cu.:is.Piaced- '1r-' l:r'e -i:::'.'' i _ _- ir-t: r:: D:;: l"loldeC: t/cl. cf Load . ..) ":.r.,..r .-.'1"? cf iresh Conc. PCF lli.a C i38*o3 o/C o aiei:: ^.r t t'f1r-'u f / 13 svi! Cz/CY Ge i.,/S nck 'Yaier Aidefi {9' PJ.an; , ;.:; Y't .L .t-,^,e r'q,: .I,r r l= r'.r i:(': i Frne .lgEreEaie ':) / t,tt ]\!;ta?eie, Ceneni Contenl 'I r '' '^i i-a:'rr .- rr JJ.-\)'|J! 'j r .'l -1 Coies i.r':l-41 it.-_- i * Sid 6 :< ,12 's-iJ/u,l.JoJ CF i z,r -L d-;' .i 11 .:t'-,l<i.t - l-! ',/e ri . lrt.' Il-' I r---i-llltit'-l;l-l ilr ll-:ri-. .liii--.-l- '..::-;: rri al .)-;', Lr-.r:! ;;..-; i ,,',.-,.. I .-/_:| .:l | .., '. ),,,,-,._ | -.t:_._. i ,. -:- _. :l ainDled tsy : .,''i'.u:^- Siqned L! -?* n6 16 oo Qt 221s74 .tt1.; q61:;.:r .:---r-,,.D lilad ' +.,-- i, . r_l . j-lO:t,.!*l -,.:ai 1 r CJl.oieco 8i357 i01! l-lA'Pf;? :,i AC-. CfjLCaqDi, q'r- i.511;l l,'[:lrlUlt i ]iiIC^;i'M S;:'ucture i:.;a] t,2:;-21* on ttCtt .i.n.. jcb l';c . Le:. l.; . .^---.- t'-^ci Fcur ln 1!:-uc.: :.' c. ql-O !:cket lVo,_iQi[-_ Cu. :'cs . Piacei_-_ 11 l:::,; D:ie i,loidei; 6/tl:/'l+ Tirne: -3:00 l:n Cuii:rs C 3i-6o nnt*er:-.e li: p-.-':r ?:Ol Jii v, firer'rn ,it.C;r\ill!- r" ':- .;- t j!.:-* !ql-lv. !, / - C 134-b3 Slun_c '-':. 1,Vi. of iresh Conc. PCF l.l I .7 Air Sonteni 7,,.', L-, 1+.]-oO Vcl , of load 7 cv/Tiuc:< or 5a::101e:-J- !ac, c.. I : :.i31it i:a:i:1 v JI-CO ':dll5dCK iVaier'3.cie,j € Pl:e: ' l::: -r--: ;) /,-.1\ Cenent Cont=;:: ?CYicn!.::::re: A:A Oz/CY sg9:=r: J a/,Fine Aggregeie e - l,eci- no. of Srcc::re,a lgo " re ?esied i!.)r-.a- <in:rq .irr rlrae - Si{i 6 x i? Cyl rSrec:=e n ''.tfi. Lbs - iYv-el;:,:. FCi SSSD A:se :; . ii-.ches -Std Cyi 28.27 ta r- (r) (:) {3) I ff I f"f i i--l?i.:. crr.e y"r_. i tjj i L*.J : -,: :ir i . ;., L).'; -:_: :=-.. Te-sr-2{i -ly:Sasloled -r.,:. | .r ,{.:utdciion ::i4inf ef rfig t JuL221s74 l-C33 Sourh Proatage F.lra.d [{es: P.0- 3o:r l9{4 4O1{j !lAFgCP PLACE. Carl-i,i^:la 5?ort\.rr : r." 3C3/ 59$ tii4 7 o %ffHer$ :;-'. ..\: I ::l::iT i:' --::]:C:.i:; -:_l ::3iS & CO iPl:jS Vi- ")-.-\::,-r^l ^3T :.'; \: ;l iiCDS I r'jD'" Ci"-ii: ! I ii r r i.:..^;. t- :r:.,. . ' * :r q ircket N.:. V,,jr{7 l-u.lcs . pjacec-\ r, _ J -:".J fime Lljxed l:;e A* !r\_rrrv. \JrJ. D-;-: !..!ciJed: 5/\a/"14 Tirne: ;:10 xCu:irg 3c'ol' of Sanple!i. Tal, iil l"loist 3.:ci:. v J 1- CO ^c 31-66 i'-rn-,,c ctc r'|tr:n jn-! ,'.i i t' r,,cr. n \\rt. cf iresh Conc. PCF \t:j.5 rii: Ccn:eni c 143-65 c 1:8-53 Vol . oI LoaC -t vi1 4r uv,\r;3I'*Ci3 ._t. L il ': I J:*C J ',',':.t:- : '.*.: :le::! Ra-liC G.:i.rSack -a--oni.^nrrian: r=J---:, r'-,Fi.ne Aggreqaie :, /:.tl ?a-i ifr:.ii:i Ccres \, +1--o.a inen No. 'lDite :esied Di::.srsions inches -Std 6xl?Cyl ;S:::c:netr i"tt. Lbs.3SSD,/0.1963 CF \i'siq:i'- FC: B.SS) i.:e: $c. liches -Stci Cyi 28 -27 Iii Tests at 't -.^.1-_ *^- iJd.- U 1-\J . -- r'l- d:tc n't] t /-, 117 --!ec : r:. i ! I { I t' I I i ; ''i I:l.a ,J ) ,l :ii+a: \Ll Ccne /'1 -\ \ia.': S cl,',t j :1'l !:l 1./-'f.' ":: 'l :)? l- r r- , :' :i'z I r,'- = o.: c: LIre r,lar.; Sampled By: T. 1ai rOir{) t. :3, ,l .i::,.r,-uc.i.:it i:: rlii eeri na il lur- zaE74 1i.?', :..: '^ "-.1r: r'.: .,: : l)aJ, Ll.:-'-:: Vaii,'-----:iz,: :,-li1 J.ot0 !i:;li - ti i,_:. aO!_O;!r! ::; . ' -.. ii'u':trci.:T Ci; ::.j r;Cii.iT: ij::D :'::'lS i r- 1 :':-;:'i1 ,:-ST-1'1 ]'1il-i':)f S i.'ll1 C.',.1:l c +-- on Cc:.::;-n ln Siruci::re 5c c'"e::s ! a.e_') :_' , i-cker Nc .T3l! C -J3. -,I ":-i.';- 1. - i -,. i, :=ii'::1.. \'l ',;..- .'.' '^,- Dat: i;1rl:eiq , 6fi,11?L,c 3l*66_ --oorc:€r* fe:P. ?:-f, j.-1:' Slunl:l t1-.' c t43 -56 _ .-. o* I 'i!: r./ . | :j t' of iresh Conc.Air Csn:e:i: :'.' a' cl C 13A-'r3 Vol. cf Lcad 7 -c:1,/Truc< . la aa: -: _. v LJ-_i'Je 3e i./!c ac ;';i'rt.:i P.atio Calz'Sack i '!'aier AcCed i? oz/CV Cenenl CcPie:: _._'-. -...! ia:>1'. = ...: ^ iD;ii.l:: Ccres - Std 6 x 12 C-vl ^^-.+-.6 1ra^ T L-.j= r- -..-1=. ! r)., JLJ:J>:Ds jJl u . iY cJ r.,f \'reic.'r: PCi SSSD lf,r>; ; r' tt:ahac -StC Cyi ZB.Z7 Tesis at Devs Aqe - la,.c: -:to. ci i;e:-:.i.: - .. lr,ic;.fc: ;e.-- e; dc',-s c: :,.-e. S tci i-r- - i. -, if.' , I: ;:. rl { ..: .:- ' I :r i 'l::'i , , ,l t-+1 rli_ t ;C)(rC ! (.) " :') ii'; (, +/-b-r Dec:=e:: l{o, tE :€s:eC '-..- ' ;Dj:le:si,c:is inches I li'-:=::.:: (1) i:.:::,.::., Diag. Sheer (?) Cone i1 ) S :r i:.i r-;!-t-: .., =il "): c = Ieste{i 3lr: iciuai ?Si Sanpled B'; : 'i'"1 . li e: er'Sigr.ed -.-'..' ,frut zz'et4 !:A_ll{ir}* :," , i .i:.rr:l':r.;l':n i-. qineer; ng 1..r? ;-\i.er. L-_,._. ts - _- ilOa.:r 'j::,;.,_J +L,!]Ld;= P.L] .5ox l_'i44 Ve:i 1- , Coicraio 815i 7 3C:,59+7047 -3:-l:i! Ci CC-\:C:.::: ::::: ::STS & Ci_' .,t?r:!SSI',f ,r5: )l )"! ;:.-iC;1S i ll::C;r":1! ciicn Ccncan ;)-ri=^i. ilcct:::.-: ..:: _:gur ja Siruciure i:;a] -r beiT,,een CCI_U-gnS :-:':=lc,:. -'.ro. ,, :-:-5 _ Ticket i,Io.'lI_02+: C'a. fgs. Pjaced at Lio. i., : . Conc. Co. .leilc:1. 5.r iVer_er A.cdei .g --le::: ,. l='s -=-T:-:-lener:t Conteni ?C1' L/Ucl .f, E Fg .j- =! l; r=i-,l File..AEgrecare ilrj..liec C.:ies Q i,:.F.1;t: Teglls at Days Aee - ;ar'-.- :lO .jrc.^j-clt :r:aacater ;esi a; ffe"r,'$.cf t-\ !,2*64 -Stci 6xlZ uyr :qcn./n ro f,1Jver/CF Stci Cyi 28.?7 ta\ t"'l\4,' t.r./ Cone t./e ri , S ri:i l tU -Pias - :; -.i e.f :' t, :-. iO :' .Jl Testec 3y:1. J. l -e:.- er FrrF ru0z rsza i'i 'l i-'1q{.1;11r4'llritre:iing 1f;13 1'-.'',:i::: ll'.*;':.:i::r: ii,.r:.i :,,-,,r:. - Il . Cl . jiir.'" i;.:.- Vai1. Col o::e,J: Li157 {C;-r !-;::-r.: i}l nr:..j Ca.r..-:i:at...:,,:l : [€.&,mrgdse |ctcrt f'Ic -_il;j_6.- Cu . Y:s " Piacei :.5 lr;: .*rri-,.,ed*_*j_::j-::_- .. lJou:'i'n S-iructure Foolings 1i,-l_2, j j on ttErr T::ie l.: ix:.: -. : ., ;; ;.. . != ie :,-i ciie c: i / l. t /-, ", .. ,to", L : {.:,i) C 31-bb :e::.;. ?!oii, j,ir !euc. gfg Slunrp ,,.\ti" of iresh Conc.PCF L., l':J-OO Cur:rg cf Sairirpie i,:i, Conc:-e: -;.c C :3 r-bi C 23i-r] ;jLi,'-JiCVol. o: Load 'i c"y/Truc,: -"!;.;r. Frne iqgrega:e .".-'I :r\-iII-.i r--^^!iJ.-:.15;r'vt/.=>l_: c; r. n n.i' i. -,e,- - -.41 i . r' '\- + l, - D.1 -Sid 6x12Cyl 3SSD/0.]e 63 CF Srd Cyi 28.27 u .i.^.-- ^Jt\^ 9.. \ l, (-; .i : (2i J" \ iio ri ) ll.11 Teste C dtd& 4€.+&ffirEEH , I i;i;trr:lriign i-:i3!ne*ntg tu JULzztsT4 101;3 :':i;::. Irc:rta..r r:.ur,rl i.1.,.:: ;: 1) . {) . ;j|JII l. -it,', ,1 \rai1, Cc'1c:-i.: :.Ll;5 7 .i{}la 4A4?OJ il .;L:. (:-,1_iFt;Lia S;: -:. 3tJji 5t6.7?Ai ;Sli l,i i"'I-T r:tDS I 1i-r i C:, i :D icur ,:,:l Struciur€ \:r-. ii;, !=te i.'.;liei: 6,/l"L,if\ "c 3i..65c:ei;e 'ler;, 7J"f , .rii_r S l'. rr. r 1l/+ c 14;-66 -3--.&i-l -,icrst;-.':l;i ,-.!Te:rp. c.O"ir or i.u"Glc. pcF I t.(r.a * L::.J-cJ \iol . o: Lcai___j_--_ jt/Tru;, -!r,': ie.- l_t.-.' r: r€t; i P.e iic _ _ G3 I lSe cl,, 'vriC5 \r -,i-01 iSreci=er i''lo, D:te i: sied lD:=e:Slc:".s InChes - Sr.l A'r i? f .,1.r4 \r:r . ;S:ec::'re:r :.'"'t. -:-bs, 35SD,/0.1963 CF i'"eig.-r:::.;i i:5D ji;ea S:. i:.cles - Srci Cyi. ZB.Z7 Co..-.i::i i I .!:. = v -i\J.T .,,.c,^i n- c,:-r )tc \i, Diac - it) il9 A a tai Core tl !t li_:-:li .,.. i r,i )'rt} ' :2t) I i'r:....'(:-! _ r): _rl 3-t)a | )rfi Sampled By:1' . ,I. j.'.erer SiFed ijy: r:_- . ii ,J t! nu JUL 2 21974 i.?fl* l-C33 SouCn Frcniage Roa<i iJesC. P.O. Box 1944 Vai1, Colorado 8L657 -lLrt'-1 iAtgCe ?'- AC!, CO'-.jFADO Si r fj:., ,.a,e .ran"lr:lrJll0l e -df lng I -, ; l-- r.., 303i 596.7647 :'i a; : r.: T: : : : :-!)':: 3 15 ii C . .\,r/i P ?.E S S I'v Fi S :i.: : l;CT :{ Job 1ic Leb , i.i: - Lcc::i;l of Pour in SiiuciureFooter B-_t'l 1",r - .- l-^ ilne l,i ir.r,j _ZU__,J-_ lr.:u:i: \o" _567 lrcket No._:{OZiq*_C,-r.},:s,Placed_ ?6 '^ine Arrr,,'aa A:lO pt .- D:ie \loldedt 6/!4nt+Ti no.Curing of Samplei-l Lab. &i-'l Jl:-OC i,loist F-cor:r c 3r-66 Slu,-np__arg___trVr. oI Fresh Conc. PCF€ c 143-86 Vol . oi Load__7___cyfruck Alr Ccn-.eni c 138-63 \J lJ:-OL ltr a 2- /t.n>Au_.,,!vv9 \';'::e ; Ce rnelt Ra tio i.cni:<iure: AEA Gal,/Sack "vaia: .l.dle.i 'i? Pl:::: oz/c't Cereni Cor-iei:l Fiie ),ggregaie ||; _ - -h \iic:i !t -t\ '1 ,-r /1 iJol'/ L'r S-.j '.- l =.4'\r Tests at Days Age"c 12-64 D3te Tesied lDirei:,sions Inshes - Std- 6 x 12 CyI tScecimen 1vt.. Lbs ,3SSD,/0,1963 CF Veighi PCF BSSD A;aa Sq. Inches - Std CyI 28.27 Tc:3i Lcac tbs. !iir 1'.., pz c:tt) S!'e:: tJi Vert. Soitt TesEed By:Sanpled Sigoed *b..th*. :i::'r ll i :.:rir.iuiilit "i ltn*,:ring -., ilil t2t974Flll rf ur- P * -:f ::l ile'.r:h l:.ic:;-: := .'.,.,.;....1 ':.1,:,s i O - ,,' . ,1o,,. ;.:..r L V.1i J- , Li)rOfaCC -\r:1, anl0:{rFFC'ir Pr,;:r:a aa _': ii;:t._:- .:. \;.. ' ':L- a3r:j't* I --1U. -_ Conc. .Jc.. - iCi:-: 1C+-i-{ r {.r'=-7:t' a.: :cur :n S;rucl.uie ;. a:-.. Iur-,?r Li ne, t','al I tc la6sen.rer e't evai3?r _. ; -. ..; I - r: -*... *,-" - - ---i-:.-,--i---:jj i-.:i- i -L- . a i'. | :"r-r---!-ir-.!:--<rF::r - Itrangpcri;.'"' o Sa np.le:lI;..q 3i-€o Cor.,l::e ie :'e-!. ?C_"-', :'-ir ( irrnn---"':---=-:-:l---- rv i.!.i-bb - -^o-:re3p. 4_j: cf r-resh Conc, PCF_-liJ-lL_ L/ LJ'J-aJ a, a1'. :1 -j LJ--tJi, Vcl . o: Loac 7 _c.v.zTruc;l --:=: j -,,,,': - #al:r A.c;:.i ,-: ! ,le:ieni Coei::: Design b'y Fine -\ggrege:e tt ?a'i Dr:ilei Ccres Specirne- Nc- D:re ?esied ;!r:re:s!ons inrt*es - Std 5 x l? Cvl I !ec:nen 1.-"1... ibs. 3SS)r/0.1953 CF ji;ea Sc. l;rcres - Std Cyl 28.?7 c€ \: nc. of Srecil1en T2't /:1 l-:: i i,1r': ,-)i, i_r ! il:tel :-r*cl * t. i :t-'i. tii ; 1? '! Soii: r"--'!t.. l L:.i . ^l ).': ! -: - ", s -ia;r.-i.y- cill!4J_I, _Elln:i)_ Teste4 By::1. J. i.: ei-er Sampled By: T. J. liejc:Signed,r.';: :'l'.:' ..: Tiuir-rri:i.:r1 :;ginesr jng 5 r" p-t>^/ il lur zzlsl' ri'ji S.r'r-h Fyonf F.a !toi j. i-1,:- P. (.]. l,o:r l-944 1,'ai.l,, Colcrado 81"55 7 ii-tr j .iAa5c:j3 pr_ acE, coLS?A:)r):>:.ir .r. Jljil CCO'/ O+/ rSgd flr* l::'li.T nl r.li.;11l:iIT; :i:-l-; T:ST3 I --.1 .':;,r.:SSIVI STi:)::::i :; . :- CUf **-'r ,el eVaiCl paC, -r-5-,'1_7 C,1 rr'- Ir lllle. - r i.n- Iic{et }Jo. i'','': iu.:*:='. P-ractc 20 ::re Trlb I, r: l CL- 1 l-:li. i j, " 10;-.,-.-rLZj.-:lr: ) .!:it l.:r. -=:: ( / _:/f i. Tirne:. .,:OO :::, Cu:l::E of Eanple$ Oor,r:::r,:. l;.e:::p. iabl'; i:1. Te:rp. izc,i iYi . oi i:e sh Ccnc . PC.re 't ,iir. 6. ,c .i-i i-63 c: Lo..C i __j.it'Tru=:. .l.-J-sL.e'r r-! {i i43 -56 :.\-;: i =..- .... -:.1:-1- Ra'LiC '.,i*,. .. ,.Yt ft:'. r r. ,- -- - 'i: .n ija IrlSa c]< Cc:rt: r : ':-,tJ,-l:5r v*. _:s !I l, + a-.t :(r'r.,-i-..e- _ .r :-/Jii.- -:i rf-r .Di:::s:rr-s inches * Std 6 :< i2 Cvl ! ESSiJ/0 .19 53 Ci - Std Cyi 28 -27 Tests ar Da s Age - las*u no. of S;;:ecrnen i:: raLl-J: i.rt-1i,l - 'l --!.!:' Ir- i l.\!r i T '.'.' i cr-Sa.oo le d !,:'lil rtiiii0 e:finq '\ri . i r .'.,.'..1 :-c- -l r:-- t' t. ' , nu ] 221s74 103i South Frcncaga RoaC :.Ies L P. O. Bo:< 1944 Vai 1 , Co ].orado 81 65 7 J,Oir Flr.qScR P'*ACq. icrLC jADO . r.':,\r' :_ JUJ/ 350-/O+' ..i.-D ,:ASTS .i CC]',19I{ESSi!-: STRi}IGT- i1.S'l.vi ],i;':::'.lDS I lif ICA'IlD iicn Co ,ri Dn, rr ir lrnrr. if-.:ci: .. r. S5C Tickei lic. 'l f\J, _-t. t-:b, 1,-. tn,,-t-f trq-t2n\ r_-.\_rr iL. !Js , r-u.:,:s. Piacec g? '-l::i: Af:t'-.1 3:05 lr: D:ie ].lclc,ec; i/:!/?t+ _Time:.J:)0 r$ Cur:ng c 3 t-5i .^nrrn>.a:-a rla-r-r -,-3- ' tt Cv,J !t Ar: IeAp. bo f Si::np 2i Wi" of iresh Conc. PCF f47.1 c i43-56 c 13,9-63 'v'cl. o: Lo:i 5 oi SarnpieX{H-l,lois t Rcor: il..:a 3on:e:: !q)c. /..- i1 r-ae. i.i-i .l ::-? u '-u.1J-i-O.1 i,\ : i.- i {-l ,.-: ;l,e::i R a iic Gai,/S:ck '-'frra- A.-i -r'r,.j .':j ai 5. - f :l:,:: 5 .__ oz/c't :" iJ I u'.J J - -r-. Jt l. na f,.r/? ra.f .>:3: -'av -rJlr!!s-v PC'f tl Ceneni Conreri Di:li:c Ccres L. :ii, -o.l Tests at Dayg Age - I-,ast no. ci Speciraen ii.---------------.r.^;i.ridc +^^+ 6+ -inr,^ ^"f 'r-.Y---q!,-v- +(, '+cav) u! rari --Sp=cinen I,Io, -: 0j:_i tr. l--r - r.^.rlLLa-/ i ta-1 (J): '1 17-ll:I I i,-,-l i i..,! r r.r T: < iori a /1 8, /7,5 /LS /1!,5 /25 /7 ty Di.;er-srons incnes - Scd 6 -x 12 Cvl q i't S iri * si.d S=ecinen rVi. L:s. 3SGD,/0,1953 CF /,5 ^ 5l ?3 _87 2q-8L iVelghl PCF BSSD 1L?,1 I aLtt _ Y lA-raa Sq. Inches - Stc Cyl 2E.27 2a -??2s -?',i )A 2.7 <i:l:-:.2 i-lr.i l.b sl-:\t:rl i I rEooo i iaSOoo ii4,5000 aln:i!:: i-'::':. :...);t - r--tlrlL_:i i:t r.- inii-Iti ,l: iLr't i '.:i: t, ;i()1,1 I i' .f //a I i-:.u :d:iirai Samp leci 'r-. J. i.ieierSigned o !ii i :'l'U n...: .l 1'o !t i,':t;neering ScO* p a\l L. I r-!, ii JouEn a ronroge-aoac-.--,,e"a P.O. Box 1944 Vaii, ColoraCc 8i657 +ClO:aAPgrJP eLAC:. CCr-2"aOC ie ' ': - 'ja - _.-r -r-O:q9; i flu JUL 2 2 tg74 303/ 596-7d4 i 3TR' ):CT1: F.5'll,'i l,':?.iODS ii{f ICAT:D _r04-1 i)zri:,,-t.L0L-1 .',:i-r--ci ?.:22-nn -!?nr:.'- i;o. 515 Ticket ll-o .1,&L5L__ uu ,Ycls . Piacec g! '.irile ai-rl,-eil 2: qO pn D:fe it'lolded: 6/LL/7t!Time: of iresh Conc. PCFSJ.unp 1+ \f c 31-66 lvt. Curi:rg of Sarnpiei-a kbr^ii] i,loist ,Rcorn \, Jl:Co c/.{:r Cont--n: u t4J - bb vol. oi Lo3c 4i c i38-63 c 231-62 Gai,/iceC -c.7/Truc'< i i',-:ts: C.:nent P.aiio I Il.iinLt:.:ure: AEA oz/cY Ga1,/Sack y'veier Aci.je.i € Plarrl ,. ; t: Sl:e j1 :- |*., 1Seneni Coilteri iDrilleci Ccres c 12-64 iSpecimen No. ste Tested lDi:r:nsions Inches - Std-6 x 12 Cyl ;S:eciinen Wt, Lbs. BSSD,/0.1953 CF Weisht PCF BSSD irea Sq. Inches - Std Cyl 2&,?7 irO!3i LleC LCS , ill::.qe i-- ror': -: :n -'!: Fioe AgErega;e Tests at Daye Aga. (!) Il i -r rr She:r (2i (3) | .a\i.l3 l/ o F"' S clrt i-ttlll i-iiltl ):::: - ,J];I]ng__::{j_-i:h- st; Thi hroei?ar___ ec Y,'Jt T. J. iieie' O nrfiuu zzu74 :i,&;ggdes ;:;: :::'1,11"""*" f,oac 'iesc : . Vai1, Colorado 81557 : rr ,"111 irl .::!Cil ...cloFAF?ORPIACE.COLCI-].\LJS;:-Ji, : , r...1C3.i9:-r .i;rne*ring :rcs/ bed7647 f ': l Ol .]: l;'l:1!T: iii:l T:STS ; CI.];]'[PRESSI'/-E ;l?!)ic:ij i-:T-'.1 l,ill irlODS I lif lCr',ilD i:-ri-i.r,/: l- iZ:-2.- r)n trirr lina, 50t r7ffi -i -n + \,i .,::' j -.::tL= i-J: -.--: -* : ,:.: ::!. -. '^- i. i:ii Aff l','-i.1 '' . - :r r-r---:--r--.j....-:j:-::..- _,._t . ..1!1: iic.<ei lic . :,,Or ,,,- C,,i . j'Js . p:aced l 3 D::-' l,{clCed:Time: <: -i5 Cu:ir.g Si i I 'i=p 5 I-13 -65 11r:n-r .: nO jt tv ! ci iresh Conc, vct. oi Cenelt Re l:c 'rl!/,)dCK rVdl?r ..GCed jl r:a LI ' i ! -ir- - t\ \'.J J r,/ ir-:iCeaeni Content 5 .: --: l: . -::l Sac i;.Jcers e .r-qEr3 .jf r3 Fiae -\ggrega:e tl a t^': .; ./ -: '* b'r Cores C 42-.1 - Sii 6 :< i? Cyl C'.ri 7'i.27 5Occ -i j,I j- ;:i. lIi_- I j \r , a \I !r '-J I :--.," n t2-__: Sawple d i,!elgr.Si.gned, BY: l.inJJair'1.t 1lf3 5cr-rth i:o:::i. j: illr;:e :ies.r- P -O. 7n:: .':"') L: VaiJ., Co i o r:r;o 3ai 1/r - A i r.. :i ,i'- j. - : t JUL 2 21s74 ;...i,/ :.i:-., 1;?,.t- j 4Jl l.i:-l ::iT! i C;.''r:r{:3i:'..::,::':-1,,;?:i IN on :r.i ctu re ' ..ie ._' .\> - / . t le' :^..frcrt 'tine. i rc.ke t '*..;;leai Raitc G a i,/Sa ck yVat-er ACie'.1 ':g' ila::: 'le::ient Corteni j 'rJ.. [u.: i,l f, /--\.o=/cY Saecs . )* Sqj:1, iine Aggregaie7lt,ll 5V ?CY ;ir:iie,l Ccres Teets al s Age. -of SDecj.rsenC J2*b,i Spec:nen lJo.-l o,.-] Dste l= s ieri lDinelslcns inches I -Sd 5..<1,Cyi ,S:ec-:ea ],ft. Lbs. I i].\:eic:i: ICF BSSD jA;ee -i;. i;cres - Stc Cyi ?3.27 l:i::: :.--.,:r] i.:s t' t'1 i ..'.:' 1 ' ?cca ,a--J:ili--tl:l r---'lr..l ,- *j Tesc+c 3.I: 'i. J. I.ieiei' ,3.&,gmg# Qu JuLz zlsr4 'l 1 :ir.:1i:lli.J$ i;': I rh*t i;nn D/,\'l ]r i1f' l-..' .:/-:':"r \rLJj:ia-l.}4,/ lJl /L r. --.:--r'.--:--: I i..'\-'-1.--...^ I ; i cci::::: c: iour in SL-uciure -r-octi 'zE-zg; tr'rtr i-: ne r,;aL' , z?=TT'-'-e (IOo-uin$J. fiFlfl 111]e _cl_1 !^I -CilC. U5- :-\-+- 1i.-!;^,.J a /aLr:ie i'.cj3ec:. i/c/'7 1 rrme:_1 :20 pn cu:reg of sampief,X. ::br-eD J"lorst Rocr Conc:'eie I e,:'t,. Slrrzn'r ;: '- :qJ -bb Terp. 4ccF of iresh Conc. PCF ll9.12 c 138-63 3i:66 '- :-:;-y ! = 1i n a. a.l L/ iJi-Oi .-: - .' :ceCicl. of Load 7 cV/Tru=':, -r,r5r^. a-i.l-.i ;i-1 ft--- --_ qrt'*.-=: -,\:sc,Cr ':, :i=::. j Ce:reni ilcers e Contan+- Aar a- -5.- 1-; lDrlil:d Ccres I Tests at e.' Las-" :ic.ni s-rcr.,* yrer t#:^lbDec:nen Io. D:ie Tes;ed lDi;ersions inches -Std 6x12Cyl Qrsr-'-,ct'r '-'ii T \c :c<Tt /n loA? /-FJveu / \veic.:t ici BSSD li:ea ;r.;. irches -Stci CyI 28.?7 ir. -riaI .;n i }-c .ZC r I !- .,- \rl T:-,,-- -^ llirn i:r i:t ,: r \i/ Cone \il ("-.i;: t.. ! ...-.ji -l{)rzj',i ,- .. ^. .'i. .. a Tes ted T. J . iieier Saupled J. i,eie:gignea Fvl,'--':---' +- ',,: - ' (- ^"*=; €"&reyf * JuL 2 zE74 LC33 Scu r ;:rr:i: a::?, iiiri:d i.ii.st: P.0. llc:< 1: --.1 l:aiL, C.::i::e:c ir,..5i 4allt Hr,.i.ttc! t-i cr ,-:.,.-.,:.1i._\_:.-l : 1 .: A3ll.i lrllTiioD5 I.'i f, IC::.T[I-\ *--=-:::--. lab. l;_. ii;.r:-l:(ql-./:)- Cor:: , Cc . T. r'-. iv.'all betu;eei cOLusns ?7-2i crr rt0rr iire.ii:u:ll :ic. il j, ?icket No-:J!i:_r__ Cu.yts . piacec_ :.r I --r.L-:.-!---:--i- c 3i-66 Cnne*r: - :- ,:ari.-r q;C; I i r Slunp ):: \/!. . (_./::'J-oo fi;ie: l:'.0 pnCur:rg oi 5enoleil - -.4_'ier:i!. )+:{ of iresh Conc. PCF. l;?.i _C.i3,3-ti '---:-ir(: L.LU j-:l/\;:,-Ll - --: ': i -1' ,t/'--^- ,'\-:-J,-..i '. -I t L.:: .iLl..l3.J '-t . Celieni Coei':r:- iine -:;.ggreg::,e ': !.,- i ! -!r, .- c j,n 11-\-j:!^-l, Jr i -: i: !.; i Ccre s \-':l-o+;-..--iS:ec:nee l,io . IiDete Tesied iDi;e::sions inches - Sid 6 x L2 Cvl 5ir^-\ /^SJ}LJ/ U . J,Y DJ Ur .:iee ,:i-:, -:clres - Std Cyi 28.27 Tests at - Last io. of Speclnen Nc, ^a+ ^+ ;-.'- ^.3' - -.^Va e a.t st-Yr: L,/- GF.g. /1, Q I i--iiil i.1i !,-l (n\ Ccna S l .:.i Itiif t | | . 'i :--i-" 'i-". -- __- :E"!-'._-J _ u-siJ i:.--':i:ic,j "i.. e t-a. j)'r . rtt 1 rr - - S anpJ-e d Si.gned o o? ru,- zzts'4 Soil & Fsuncioiisr: Inoirreerir, i: RiPOFT Oi CO!r'CFf?! FIE!] T:S:S i- C(r'.1:;,iSSl',-:- l:'i::':-::-:_- -L q:').1 l r:-"1:-:,- --\i- l:.'l-,: /- ' 'i:--\ . r-) .i.rrr ,,!Jr_::vJ! :i\!,/-\Jr.::-!J \J\Jtr9. vtr, Tj.n',e ll..lxei i:l? l:;:- Tlcket IJo. jio,Or-,r.'' cu.ycs.pj.aced *, lt .. 'il;ie A,--r-ivoj l:!c rr:r_*. j'.:"ucture il'ar I beiuleen ccl u.:nsi.i rro D:te ldsldec:Ti.me: Z:1.0 :in Curirq of Sanpiel]l :-=-: . &l l.iicist F.cc::: - -..'.:-., v ll:OO.- " -:::.' c jr.3-66 C 138-er .- a'- :-:.\/ &v - - s.;. Vol . of Loei 7 _cy/Iru;k F- | /. ^-.: - Qa l./Se cl<'r'vdie. i.iied i! iia;: , ::*'-lEl- Oeneni Co:':te:i Coei-se Aggrege '.e iine Aqoreoate : -:L-.,\.1C r-(: '..+ {e^i, j'::^-- - -. -. ^-i lv:=. .".-,(:i,- <!-r. Cvi 28.?7 l.t\ /-, \(a/ trj L- !_.5 \f cr'i i--':-'tr '.i-':-!-:a: _,l JI CLr . ::lea;. ir i Teste(r t1':Sampled n'F JUL 2 21st4 S$_.if l|lj3 Sou:'r !:i_.:ti::e lic;.:i i.:s:eS P.o. tscx t9.ir irc.i1 , Co1 rr1o t-.i-5-i ac'3 irAc3(]ir ?, -c:, .j.-:* -..>-i-)lj ,_._ 3g.ji :,96-']'a1'l F:I:D T:S?S S C(li,i:ri-s:i1,': ::i:i:il:: - ';t;1 ri :il11il eerins i;t ..i.r.t\;L.:.1iL {F-€ f 15 (*rr 'j -- ^r.,i n -r{.Jl'lI I - -^--)-^-- ',t- '- " '-_ i:r 1;-r.-1.Va:l -!r'ranstcrtat{ on Centd .^.-F.- t-^ i-:-.i.o '- -.,,jr},i - ! /t. /-.';L- ..!.;.w=,:: =,, u/7.L . Tirr.e: 2:5q pg,Cur:rg of Sanolefli- -=:, :.i] i..roist Rcon t_ Jl_ob r_ J_!_to Corc re;e Te:.p. ,55"F, Jr.i r Tenp. r6g0}'iVt. of iresh Conc. PCF i!t.08 .il.- -lrni=r; .- 2,.0 ?i" C i3b-63 ,-,, /- ':| i-o a Vo!. oi l.oei ? .Sf firt:=|; Waiei Aq.d;cl t-y il:::'. , . ti:-;:li- Ce:r.eni Co::ter: t-t' :Cy Fine igqrece;e1/]+t't-rrreEe iliill:: Ccres I I TesFs,at Deys Age aen 1{o'1 I : ,Di-elsior.s trches -std 6x!2cyl 733D/A.i963 CF \Teig:.,'i'i:,r iSS) lilee ,,:r . ili.cies -Std Gy.l 29 "27 -i i-" !- --t Ccle (Jj \ /.rr S:..li i--li,l :'r Teste{i i-'v: (, T },r .'-- i. L'. t.leaef Sairpled J. I"ieier Sigaed €.%*retEr$sc ,..rjj :'! ilLl-1111fi0fl i:r;in ee r: n g Bu ,lr} z rl74 r,..{ \^r!. ^.-,. po;:d lia.stI !vir,r4ti= P.0. ilc:< l-9i4 '"'aJ.1, CcloraTo ?L55 7 ;t:1n !: n asal J il_:c!. c j!-ol4Do 9l''' :.. .-:"t -?-l'-'-.j;l 30:i/ 396.7647 3T::Z):CTHIiPCRT CF '::Ol;Cr:.i?: riil-D;;STS & CO. lFlrii5,.'i A.S-ll.,i liiiir,'iDS L\lllCi,!!D )'Jr -< - J_.!JJ-^L T:h l - 'r,.\' -r /n? r; \:U: a -t/ -i-? ) i.,i.ixei , J.::{-- :::: _Arrive.j 2 ;'-.(-: :- : l=te l.icji*C; 5/?./?!, Tirae: i:r..O Cu::rg ot c 3I-65 Vol. oi Loei Sanole*JJ :e--. &Il -.loist P.cc: \J J]-DO I rr:r:a n. ', t',. ..,- "'n1\ :',,J LJ:-VL .--: l i/ !:C iC Co:c:'eie ?en;;. 6lol . ;-i:" Te=p. 5To:Siur::s Z.J - -rt/i.oiireshffiE.pCF il5.t: ;i:r C.l{3-66 C i33-1.: ^I,^ r^- 1-l .! -. Y v Ci :.=: .--\.i -iliil Oz/CY Cc;:i::: i-ggrec::e''. / t,11 -ic;i-s e PCf lie:.,;......:i !:Dl SSSI) j,r:e: ii,i, j:':ies * Std CyI 28-?.7 Teats at Days Age - Lasi nO. Of Sueci::e::. ,siz* l.-9;--l - i't.- t,- !rr-. t.',; ,lrili-;.-i Cc;res i Q-rr ^i '-::-. l\-nrv!-vs-.rrvr- rrv - :i Ir::f itC-.:.1 '), - --- q:o,- q 'q7 p\e < f- /1 a at -Sid 6x12Cyl nar^^ /^lanlJ/ U .lJ DJ \-,r (2) {3)Cone \.Iert. I rI i-i II|'l iIi- ii *i ir' ir'- i Sampled?ested o mf oL 22874 1033 Scuth l;o::"cage iioaC 1,-st P.o. Bo>< 194r Val] , Coloraio 8i657 4ClO HAFJOR PLiC:r. C-LviriDr, S'; ',-!, U*:...-.{uu n'Jgi7i,,: 1 :,iu,turitio ;;1!]t1?ef ;IlS €.&,xrmr$,ae 3C:i/ a96-7647 C c:::_:a ctor: :r.\ i .. Ft. der Construction Con 104-t_ T>h i' 'rr\r. r /t. n1\ Crrnc. Co.iLocatlon of ?our in i ze to az* Structure lVall between colunns iT:r:cl,r ]Io. 8,67 Trcket No. V0C25 Cu.YCs . Piaceci ZA Tl:ne lvlixetj 2:15 tn Tine Arrived 2: lO i:a _ Da'.e ivlolCeC: , ,131/7Ll Time: 1:00 Curieg of Samoieffr Lac. &, 1 lvloist Rccir.:-'-.c 3i-66Concrete Tercp.5Ir"F, Ai-r Siunp_g_Il4_ 1vr. c I43*66 renp. ZCoE of i;esh Conc. PCF Jcn:eni 2.1 1L J 23:-'oz '.;d:1 -C 3-C c 138-63 \/-rl ni T n:a.J , --,,/n-"-'.lvsq / vYl tl' rriv.i '-=.rn.:-i J-rl-i^ li.i A Ceneni Conien: Stecs. 5* Sack ilne,fi ','raier .adcieci € f'la.:: ,. l.-:: ;,-"!.' ?C'! Dr:.iac Cores lSpecinen No, iDere lesied iDr:a::s ions incnes I -srd Sxi2cyl ;Sl:ci.men Wt. i,5s.3SSD/0 .19 53 Ci' 1\'":e:;:ri ?CF BSSD f i:ea Sq. Inches - Stci Clri 28.27 t- i 1'r '\ \ 1.' \'J r', li 1i- i Tests at :' ^ ^.L n ! (non i ratr IJn I i! Ii !r l-i rfCOi ?ting i ,- I - - r -^ an,t .r':E f I i-Sanp ie d ,*signed no.tuu 22 tg74 Soii f, Foutrdatici: [ngin*eriri; iIPORT Cl .CCI{CRE?E Fii=D TISTS & CCI",IPFTISSI"E STF.EI;G?iI iST L{ I.'rI?IICDS iIiDI CATE' 1C1.3 Scuth F:cntege load 'ri: si P.O. tsox i944';;!i, Cciorado 81657 4CiC Fil.\?30F PLACq. CCLORADO SpFri,lCS, C:iLO;ADC E&: j; 3O3i 59.. 75.7 C a-1.-a a'n -. ?rojest: i.cca'r.ion of Jcb lic. lOL t ' -. 2 3 :-63 G:!-/Load . 2):& Z5;i$ogters:'2? l.,lret." Truck No. 516' ,: " -Ticket No. V1299L Cu.YCs-PIai.ied S1u::rp-_1i__-Wi. of liesh Conc. PCF_L&Lg_ A:s Coi:.:er,.r-_--jJ__j!--*jc 143-66 ' c t38-e3 \\'::er Cere:ri R,atic Gal,/Sack warer Addea G Adr,ix:u::: AEA florn oni llnr:ia-i Coarse Agg:eEe:e Design b1.-Fine AggreEaie 1-;. iL--c.i,i -1/-.ii-*,: ?Ci Cores c 12-64 - \_r''t ia !/ I-' CF C'ii 28,27 ?l t.) i of Speciaen 5/? e+.1 .l i L4i.7 S:d 1f;::i l-cac Lbs. | | \'43- a.ri"I i-: ---'--.-- I Si,* : :S:i ii r_qr i i'rti i mOtn 22814 l'i33 Scutn F-o:i-.aqi, !c:d i..+si D !ai1, Ccl:raJc 81557 acl u r-lA?i13P FLAce, CQ LC'Pair SF: l;,tCt,. C.-,r- 3:.iDu Li!i 7f 0iJli0C it:,1:: :1se: i.i ;.^. / a-!a ,- i-\:; i::pCi.:T C: a: 'tCi.::l: F':_l.::S:S & C;.-)iii.JF.:!:;'a Si:.1. ;_:t-, LsTh,i ]i ::i.,Lrt''S I]iilC;T;D nf.i S;r gi'|j"i ana.i Cc:ira ctgi:icb lic. '.. loll-t . ' T-L t-- . le- a^\.i-5IJ. -! - . I ur!- ! -( J)-hLLt .Draian:. fr avjsvt. \ Ti rne Mi-.'ied l: Oi Truck l{c. 511- Ticket f(c.V12950 Cu -}ts. Pl.acei 20 ?ir,,e Ar"ive.- i:i!0 .t]B Molcied: 5128/74 SJ i*oist Rcoz.i . 'IAr+ ^ r ^ c 3l-66 -,.,oncrete Teng.6g"F, Air tenp. 78"F Slump \t'aie: Cenei:t P,atic Ad:::Lxi.:re; AEA Oz/CY '.J"'a^r-er .liCei € ?iart . ic- S1:; Cerient Ccerse /-n;': ia-'=J!.- tr r"r1r.a^ . id Fine Aggreq=tatl ; i-\-t \^-i^- L--jJc:> {\, r: Jl - Last ro, of Specturea No. qs.! .a!.daYe-!f-sEe' i----1 | i-:lr:i:''I; | | 1i -! | ; - it' | : I a ---.-:_- 104-1 - Si-d 6 .\ t, C:'l -.. r- ,rF: D D.i-'-l U.1:, O; rJs Stci Cyl 28.27.--._-----: -z--.];1-\Lt \j i llnn:r lic' r- ,t'i'o . sir i _'\-: t i ^.i a-,' ,.1, -r.i, t'g L,,( i i iS.recine;: a i.- .:1.-^--;^.,l*,i...=r.):.Ji Q-..r r-i -cn i\i eishi P( i,*ea Sq. r ILiG: lr Jr: iT'.':e cf: -' I F::. --t'.o ; inches 't. Lbs . 35SL- ches - Ilrs. {l\ S i:r a: I rr ; .t- :: - :.'i ^'''-'^.\^-l)^ aaa- .t'-,.'/r l,1t I .\/,\1, -;.\^ I .\?- ..a =!]a-"-.--',L...r',vvl..2||.-.''v ]IOTf : TesEed T. J. i,ieier Sano led Sig:.ed o Soii & l'ouniciit t; FItF0 rnee i-t!i i ir Qrr aztsrl 10ii ;.cr': i :-*ci t tx, 'i.c a i l:.-..-: P.C.3o>: l-94r. \,aiI. uol cracc b_9) , 40ii hAAaOe PLACi:. COlOf:iADC SPSli({-,:.. {.': -.Ja^i! i. :.'.1 -rC:./ 59!i l0{7 RIPOFT OF CCNCRT:I fl:i-D T:STS & CCh4FiISSI\rE S:iEliGTH lcT\r l. r--'T L!a.,I\ e r ).ii-'\!1-,* TF T-\r;l i rvl ,vllj j.I.i\-'.r, r, ;rtiJ.l\/araj-J loblfc' . lo4-r _ __"_ i.eb. Iic. I o4-] -(49-54) , _j._ lviixei Z: 58 an Arriuec "): i5 Fr __ DEte.Moli€d: q./?4/74 : Time: j:\J Cur:sg of Sa*ple{T1 i4b. ^&n J;icist icc= ,.., ii... Cgt-64 - -- ':',-. -- l1:lt.-65, 'iJ '' ': Concrete Terap.6loF , Air Ter:p. 5OoFSiu.p-l-O ..-wr. oi ir6sh-fo:r:nc--Ftr_-l45,l_-_ i..:r Con:ei'_ t.q 9: __c 143-65 c 138:63 \iol- oi Loed 5 i/t+ cy-r'l;uc-r Af nixilie: AXA \liarer Cemeri Ratic - ' Gal,1Sec"!vtlaier !.cjdee 13 l.lal-'': ,. Il.-: o./cY 1.!i* ':a SDeCS " i_l S>r.r--Coeise Agg:eEate " l-.; DesiEr by Flne Aooreeaie = /r.tt 'a'-^a^ -- a\^ * ^- J 1---+^.-.!vCrrlglrl L/\-'ri l-<:ir - iDiilieC Cc:es Days Age - Last no. of Speciueu jfo, SpeciEen i1-o. : l!l3i=:C5.ts'-; c 12-84 :D::-,:e;slons rnches - Sicl 6 x 12 Cvi ilr'elgi:t irCi E5S: A:ee Sq. Iicres - Stci C-li 23.27 -il.l:ri j -.a/i l^ q i:l c:.::: iii (,?-'] Diai;. Ccrr:: :'1,.e:,i :l! Tesied liy: T. J. l'leier Sacpied ly: T. J. l'!ei-e:: Signed / / .,' t .i 11)ct.. r" f 0ULti"iti i i*l; Ltifi r{t€*il;.,'. :'.L : LJ:i: L,i i. Jii_:-.i--1"- nr|lllluu 2 2 1s74 - ^ ^'' c,:r:; i' I.'r':'i .:-.. -rlr-.r d I..CSt.f.rii"; ? .0. iic:: l-944 \:a:1, Cclcredo 8L657 /=alO HAaBCe FLACE, COLS'iADC SPRrrS! Ci.LOii-Di 939 i7 3o3,',59a.;€':; FiiLD T:S:S l, CCt,.:Piiig:I,'i ST!t;t{':Ti LST -r:i l,llTlioras li;l: ai.T;D jo: lic . l-04-l Lab. I,ri . 10lr-l-{ L:-jr-E ) --r-.-.r.Ff I .^^h^ CO -e r.',ra'lL bei'.reen COrUtrnS I """-' lf5-i9i on rlAfl:Ij.ne 'Tline lvflxec_-Z_:22 pr-gir_ lTnrc<'\o._j :_Ticket No._gl2ge5, _Cu.Yds.Piaceci_Jg3tL_Iine Arrive.j_giAZ-J^E * l:ie lv'rolcied: ;/21/74 - - ?ime: J:15 nn Cu-r.g concrete Terap; grtultluu tir Tenp. d6oF c t43-66 +2 Wi. of Fresa Conc. PCI___-1A5.4_. c i36-53 Gai./ifed - i1'::€: Cer.ert Ratic ' Gal.,'Sa cl:fv'aEef r..C3eC l3 r']6lri i ;31 r-;= 4/j Ceneni Conte;rl Coaise Aggregeic F!ne .:.'9grega',e I :CY 'l-\ - ^:-- -h.- r./=:rl\-il !:Y .CY Drrliei Ccres -S:d i:t12Crjr c+,l iiS!r'i; . .19 63 CI' Age- Lact'no. of S'ceci-nen ldo. / ti - ;*:616 / L4 - F / ?9n 4-6/- 3p / 7 1 d .q'.rl Std ' Std Teses atc +2-54 \-.._ ^!_tln ,.f i r r-.< srd \_,7: L..i Co:ieT)i:ra Si;eei- i {i c-r-i S rii.t Saap 1e d o Scll €- [or:iiel.ci,r.r !tipiritt tl';i ii;FOIT CF CCI{CRaTi ij:-LD '::i:S & L:Lll.1 lilsSrr'\,-; Onu JULa2ret4 3C3r taa--1:.L; S:N:J G:H f.e?l-.. ]"/:-n"./-::-,t I tt:-1r.t ' !;F I\,,-.-:.rl ,:rr J,! :- ! jJL' -(J\j-.: \-,--; l-.:-J Contre ctcr: .erc j e ct: Tr-,:c<:io. .8,5? Tjcket ! /^'-^^i Ucnc, Lo. Potjho l.aiv Ti'':,= 1'Iiver:. '1 t.;q --i4=-:JJ---..I{o. \rl292O Cu.ics.Piacei- !r . j:;::: i-iu:c ::O-:--_- D=te l"lolceci:Tirno. 1.an""'-._--*_2.-E__ Concrete Ter.'p. 5goF AfrLa,E__Slunp___el__Wi- of F;esh Conc" PCf__l&E_Z__ c 143-66 C i-'t $-63 '.,rc] . of Lazd ? q'l/Tru;r..: -* ulrr:_-ig oi b6:l,F.le2Qt !i: . !, - -:- -i.J il,-3ier Cls.i'::e:rt iiatrc Gej./Sack -LdmL::it:re: ;JA Design :-'.y lDr:ileC Ccres C 4?_84 iSpecine; ito - il^:rqc. i,:arc1.-1s, i:r:e iqgrege'-e Tests at DgJs Age- l-,asi tlo. of Sr:ec.''en i{o. Elgs teep, at _{ays__ciag:e. Di:,ers:c--s ir':j-.r:s - q-. r, ir {-r:ir- v.i r q1,\kiEi,t :iC.' :;:-:.1 C"'i 2t' .27 :Toia: L+ac Lbs. ?ested ts1.': T.J. !,.ieie:: Sl(*'cr ii ti: ttrOlti Flrr, JUt22l97{ F,;i,OiT Ci CC:iC :r FiEiD T:-STS 6 COhli'-r.:Sii.€ lCll Scit.l. r:;:-rL;.:.: ::.r,;.: i.e:r .f .ll . jlc -1- -r>!r !a.!.1 , Cc-1 c: ztc Z-(..- i .ji::a H,\.H3;'i i --:': aai-: = -: : ::- j' --:.. Ir r-,rri:!_,f.:r'- r'! va/alvl.: I r !. pe'irl.-*..,'1.'ji?! ata.; i:. '- Jcclic-.i0L-1 Lac. i,c. 10ir-l--( 5l--35 ) Ii Ccr,c. Cc- ?cric i.ii.li j::ne ii'.:XeO !c.a 5J .O,r Tine A-ivec l:05 pr"r__ FSTI!1 ]{i?iiODS I ii}iCATID Cc::trectcr: ?icject: __._r_-i-ccaticn of ?sur trd cture D5',i.e Ir4Olded: concrete ieap. E%:'-tfi:. Tenp. ?1oF Slunp L+ \\ri. of iresh Conc. C lz:3-66 Vcl . of Load*_Z______cy/7ruct Tirne: 1:45 nn Cur:rg of Sa:;.pie PCF-Urf..L-' c i3, E-63 -b. !i-1 :"icisi P.cc:'. Ji:oC-. -.' t.- ^^----+ | / cr.l: \/'Jj.,=-:- af . b '-/ ':':--=: r-'. !:.^-a' \"-s rer Ce::'en'r Raiio ACnix:lre: -r,JA Oz./CY Design by Dr.il.led Coreq C 47-€14 5>:i2 ;tie:gh'- lCl 3S!-1. i;i i-!:3 -;Ceneni \-,,Uq'l >rj Co;-.te; i A t::r e r- =+c':-CY i.i.rie ,\ggrege:e iC r' - Las'r, no. of Specisen no. nat_ca a.l- i^..^ ^s ^-^aau \t6Y.D ul c.a:.tt - 'ra.!/beCK '''ieter r.ciies /g t. : e4 -a /a ^ /t'1ti f 11 ^ /(-l_ 9 /;S /-J !r_9.r,,!> /.- (_!+ _ - - - . _ _ Iested i-lrr :: ....-.)l;;'i,'i,JllUiil'Jll:,i,;l:,1:'li;ll! i: f'::if ': a . r',1 l;C:l:: RU JUL 2 Zfiart 1013 Sou:h FrcnEage Ro"d. llest P.A, Boz a944 Vai'l , Colorado 8i657 4CiC HARBO;] PLAC:, CCLOAADO SPHIi!GS. CCLORAOC AC917 303/ 59a-76d 7 :D T:S:3 i Cil,r.i?t:ss:',: s;ii):c1- F.S-ilii l.iiTltODS I i;DICATED t^ 1-. ?rIn Lab. !'lc , I U:l- | 'JL ween cotunns Time lvlixed - 1;lr0 Pi,i Cu .Ycs , Placed i 9. 5 Tir.re Arrived 2:05 Pl,l a- ll 4ll I i zro licket lJo. '.1_1?qzj D:te I.icICed: 9/20/74 - Time:1100 !$ Curing of Sarnplejlf i.ab. &n lloist Roornffi -c3r-66 concrete Tenp. , 54qf l-uuAir Tenn.: 45otr' Siunc Itr/i. oi icesh Conc. PCF 144. 15 Air Conient 3.0 9i ,c i38-53 c 23I-5? Vcl, oi Load 7 cyftruc's.GailloaC c t43-65 Gai,/Sack \Yater A.dded @ Plan: Jcb Sile \\-:(l r/ l" l-/ !Cenent Content (Gal) SK,zC'r Ccarse .A.ggregate I Fine Accrec'ste| 1]" Ai'sreeate \'|,1 ./ n /.nt Li -.--_i:.:------ I-UI i_\ ^ -.-- L--'J= a !\a .1, '1 PCY t1-\-r!r^:.^^-^^ i Lrr --r-i j 'rL,r: ili c 42-64 Dste ?esled iD ir.:r. s iors incl'.es -Sid6xL2Cyl lSlecinen iVt. Lbs,BSSD,/0. t953 CF Tests aE no. ol Speciroen No, \Yeigirt I>CF BSSD (2)I -1 I r;^-. d3i:r: q+n : i.J0 Area Sq. Inches - Sii ul/r /5. !t Trrrl. Lced Lbs. (i) T-)!;:,- S ,r',: ir i 'i ': .: ^naTiir'5 eart --i r: i-ncfea3g in slun:', 'i - 'l atior nnr. l-i na ,r rr '1 ^an - ^-<i -i sn.tv vquJ!:- rr- .!a u 9sr i./\J: \,I\,rrl vt .:_w ?.4./ ...,,v Ll!i._:_ _ _\.rlt Szngied ;y:T.1:. l,leier Sigeed 3;r;F..-L--: i:,.'Yl I '.,:--'j rj'i :: -- :,r': i.d. rle:- ?i .1"' : '. , /..,1 ,r:uniiolioir es r:n g i:--ICRT Ci a:ll;ililfl il:',-l -:eSTS ':. CCl.i?i{ESSi'r-E Ru JUL 2 ltq 1033 South Froncage Road r;ie s t, P, O. ?o:< 1944 Vail. Cclo:aCo Bl-657 .1010 HAagoB PI-ACE, COLCiADO $),iiliCS. aOLORAOC 3C!: r .JUJ, C:rO-lC+/ 5 _ .-.: -'1 (- I .: AS? l/i l''l:;iiCDS Ir\iDiC,lTiD Cr::.i::ctcr: J. A. Hyder Construction Co. ?rc;-:ci: -Vail Transncrtation Centinr T^'^ ht ^JrJrJ :rr,. i.eb. No. 104-1 10L-1-( I q-2L) i,o:a:icn of Poui on rrArr line; footing for gas and oj-I Ti::ck No. d57 Ticket No. V1286E 1a/.o7.ia\F Cu .'fds. Placed Conc. Co.rto l,lix Trne ?v{ixed 9:-rC A}4 Tine A-rriveci 1O:0i At': D::e lv{olCei: 5/ZO/74 Tirne:l0:40 Al'l Curins oi SamolefiL hlernil lrloist Room Ain .llonan 4rog \'Vt. of Fresh Conc. PCF__I_!Z-9-3___ A.ir Conienl_-l*S__%._ c t38-63 \J ZOL-OL ltnl ni I nrri o a', /Tr,,r-r.Gal,/toad - concrete renp., ?5 ;uu ^,|Dr'.:inp 1x c I43-65 \','3ter Cemen! P,atio i.c=i.xiure: AEA Galr'Sack . ti'l \-^ ,bcecs, )i- sac ii Desig:'l by iYater Acided (g Plant , ]cb Sir'-o t\r q ]., Cemeni Content PCY Coarse AggreEate Fine AggreEaie r\J i 1Z- i.'- -'P(JY c 1?-61 l 0/+- l Date Tesied iDi:e:isi.ons Inches I - Std' 5 x 1? C.vl ;Specinen \lt't, Lbs.BSSD/o .19 53 CF Verqht PCF BSSD l.l-rea Sq. inshes -Sid Cyi 28.?7 Tci:i Loaci Lbs, Tests.at Da Ag+- L,,asi 'no.of Soecioen No, tt; r): !_i : . Ccr.e ,-.)- - lD i1r Veii. Sci.it l'-e i er S aap 1eC ign:C Bir I tha . O r rr ' ^l r Wes! 8th Ave. ffi Also: Dinon, Longmont iolo.80204 825-5261 Vail, Castle Rock ,' I MAT€R|ALS REpoRT {or porto-luli.r --(- ^ " a^ .+ dA'1 . EpoRr{or porro_i{i^ lra,n> Le, rer +i:;:, iitz*ll , ,.. . ,Job No or t. D. 91lr_1 0ate;:Tes,ted: 5-20-71+ Location: South !trest l,'rlall Column :*5, 16 \,il:,,:..:.i.,.:.,,-,. .1 ; Mlx I.D.: .5* s Slump: 3n Air:3.t+y', wt/cu.Ft.: 144.68Yield: rr _ -.O'' Watsr Terp.: Ai r Temp.: l+8" Concrete Temp. : 54" . ';Tot1!,Yards: 19+ - 7 yds. Total water: F A Mojsture: 'Max.::Agg. Slze: 1li Max. Size Load C.Y.: 8+ Weather: cloudy cold , .",fimi gat€hed: 1:30 Time Placed: 1:50 Time Tested: 2zL5 . - ",. _'- _ - ?nno pfeifer ,,:.j SPgGr',PrS,I. at ?8 Days z //v\-/v Tested By: '--**'- (1\t \'7'7wY /{ | Oay Cylinder Dia. 1@ 14 Day Cylinder Dja 2@ 28 Day 1@ 45 zla ., "' and the water settfed'- ' in hi pour. : 4 '". , .. 5tr ' Probably becaus e...]. . r,'" , . :rnd ?rho r*o f-ar. qaf-f-] ad from truck but 1 yd. fater and the slump was the concrete wasnrt mixed thouroughly enough to the bottom causing a hlgher sl-unp fater ffit.'" '',' :Hya*r ConrirrucLion- J. A. Hyder Consbruction ; Vail of Fitahugh Scott 825 -5261 rutce Also: Dillon, Longmont Vail, Castle Rock Truck 867 Ticket #v12868 Footings , 2.8 r29 r30 colur.,rns Yiel d: Concrete Temp.: 560 F A Moisture; l,leather:clear & cool Time Tested; 1O:15 Tested By:Pfeifer Porto-lvlix Ai r Temp. : Total Water: Max. Size Load Time Placed: 3000 \. /^\ I lr4i15 (3'rlev 1O:05 Cylinder Dia. 1@ 14 Day Cylinder 2@ ZB Day 1@ l+5 dayDia 3231+ 3030 llons water added at site took sample jusL be$ore me and concrete identical. Co. - Vail Scott 'f 'll:i 'r I "':'lrl' 1033 south Frontage Road. l.Iest P.O. Bcx 1944 | ...i ," i ,J il c J ,i I 0 r1 gl;:e*rrni1 r.. ! {._r; ._, ._j ., _, f, a i a Vail , Colorado 81657 401U HAR30a P!_ACE, COLOAADO SpCtNcS, COLCRAOO 309t / 303/ 596-76.17 =:..tr TiSTS & CC].lPaESSI'v-i STii!]iCT:; }ST}{ }"iiTHODS INDIC.iT1D TJ A. Hyder Construc 'd a'r Tr T^L lr^ Lab, lic . l0l+-1 10,!-'t-(1:-18) ci Pour-ii^Si'tucture f'ooters for col,upn ,1i4e|Z:-ZZ on rfArr line. Time Mixed__l:3a-jj4__ tT:-...lcl Ic. 5'l 5 Ticket llo._V-l 2838 Cu.Yds.Placec I4 ?ime A:rrved 2:08 PU- D:ie l,{clCed: ,/15/7\ c 3t-65 c t43-66 \/nl Tine2:&5 PI{. Curins of SarneiefiLtiiarU[ l.4oist Room Siunp 4.0 Wi. of iresh Conc, PCF_ll5-.28__ Air Conient_-_?"-9 %_ c 138-63 ci Loai E cy/Tri:c'<Gallload c z3L-62 ii'::e: Cenani Ra iic Acr,ii:ir..:re: AEA. lSp:c:;ren \.Yi. Lbs.BSSD/0 .19 63 CF \1'e1.:nl ?Cl BSSD ii::e Sq. Inches -S:C Cyi 28.27 Ga],/S:'cs i{aier Acied @ Piant }cb S!.ie )A ||',rd i,fGai) SK./C'Cenent Conient PCY Coarse Aggregate 3A"+' Fi_ne Aggregate f ,Jl '-it - f,asttno. of Speciroen No, fall-ure oz/c't T\rra'?.:<!'o;i :Din3:rsi.ons Inches I c 42-64 *Sid 6xi2Cvl (2) (3) Ccne Vert.Saiit i:, h'r- S,-,+:: r.-1 l_r I - -).ci';:l ?Si C33-6o * 1'^ r,i ^i 'a'1 a a-, - csri n>rtl(J , i 5l-\,-L- t'.{ vvt -:-.J! itl,::'-::: Sarpled BY:Sigc'ed f::3 &&"#4*r* aeffi€#l-C33 Scuth Frontage F.o a.d iiest ? . O. Bc:< 1944I/ai1, Colorado Blc57 401C HAF60n PLACE, COi-{ji,icO liits t;,jC3. -; -i i A;tj tr0g1 ,' 3C3i a96-7 A47 ::,. .il i;;u;;iliio;t :.:;ir;el;ag rl.-clT Ci co'.ciIT: iiilD TISts .! ccl.,rPF:ESSiri" sT.lil:fiTfi -a rozareolJr-AST:,'i I",IETH(fDS I i;DiCATID Fcrio I.i-:: hlixed Arrived j-i r D:ie ).'.cicei:t/14/7t+ Slunp e.') c 143-56 c 3l-65 Time:r:00 Pll Curing of SampleSi t/ of Fresh Conc. PCF vcl . oI LcSg (vil .rr !:vrr lvicist F.con Air Ccnient____i i___2._ a- -,12 I a1\/ I.J:-U- Ga]./Load - Lac. &f-j {i-hfr c t3E-53 1.','::c': C:,.::c-ri Raiio GaL.r'Sack az/cY r\i^.- - lr.- iJa,). =-2 ,jv iVaier F.dcied {Q Planr - icb Site t\:; i,, PCY Coerse AggreEate :-L : rL/;1*rrrirereEatE Ceneni Conteni iGt i) 3::-ia' :-\-:r:-..,i t'-^-^-jr:ll=- rJUr = J t. !, 1-il-i T ests at Davs - lasf'no. of S;ec;sen iic nC{ ca-tes ies i0 -1 7-?t:-'l 9-14 t,0-eE Lt-td Daie Trsiec 5/21/7 i/21/74 5/28/lt'6 /L\ /71 Dr=e:s:oii: inches - Std 6 x 12 CvI sic Std,5to e+A S:ec:=ei 1"i:. Lbs, 3SSD,/0.1-,o63 CF 28.1C 2.7 0A l(.zu 2?,_?tL iiirei=..: :Ci eSS:) 1 llt<.b I h:,. I ;.riC.: *3. rr.Ci'l€S -:rO L,:r'-t LA.Z/2b.z t6.1/ BBOCO 8;ctroC 102ico iT:.-;.-. rI (i; (2) t3) i :'.a -- -.J ili;-,r-: .]ryro .i.._o r.:- I Si::r' Slii: i-tl" I1,. I iil+llt tlll lL-- -It )t, iir i'| _/; :l L-J j ii!-,a- -4:-- i,':iuai PSi C39-55 i1 1t I ir,!.t,4. i 100c lCOO l0c0 1000 -irlrr /r Ivw \-./ f_tif ui'S anol-ed -r..,.-r-, -'' ;l: =':: lls icsl...i -'i .{!) *99s {.'+{ltiat :, V cs frrqt ffi*eir'itds!|flrrtj ar**S g ATPO:{T Ci CC:'JC;?.:?E ii:I.D T:STS & COi,.iPR:SSi.'V?STFi}:GT:i 5l,i .1 }e$n{lc?lon :r:;inf ering 1C33 South Front.age ,\oaC k'est P . O. Do:s 1,944 Vai1, Colcrado Bl-657 .10i0 HAF5()F PLACE, COr-OHADO SPiriNCS. COLCaADC 8i9t] 3.j31 596-7547 1974,'.STll i'iI?HCIS Ir\llICi.TlD Rrl /--F f -t ,-r^r. Project: ircei!cn Job No. Lab, No. 1OL=i - - 10L-i-( 1-5) Conc. Co. -P Time Mixed 12:40 Pi'{15-19 on rrAtr ii-ne. Truci. Iio . 8t?Ticket lio. V-]4??F Cu.Yds.Placed 1? Tine Arrived_;i;;1Q_pg_ lf:te Mclded: , 51t'j/71 Tine2:'l 5 PI{ Cur:ng oi SanplefrL '.J n Moist RooilLab. & 3 ]:-6 6 \ !r.r:rrr L\J c 3i-66 of Fiesh Conc. c 143-56 PCr___7_8 2-c 138-53 Air Con'lent L Lri-na Vcl - of l-oaC_____l_cy/Trtck fla | /i !-',ai 1,\'3t.e.r Cene:ii P.eii.o Galz'S:ck ,,.fe:-er Addeci rd Pl:nt , icb Sr:a j (; cz/c':Ceneni Content (ce1) PCY .) -i--/ -: i Ccarse AgErega're :- L, i ! ,2-i./. I tilllea ucre s c t-2-54 S=ecinen No. Dste Tesied iD:=e::sions Inches - Std 6 x 12 Cyi ;S:=cinen ivt. Lbs. 3SSD/0.1963 CF 1\iergni ?Ci BSSD i;:ea Sq. Inches - Sic CyL 23.Z7 i ! L :: j *Jc'U l-!J> . i ii'l Fine Aggregate ^" ''J :. ^^^+ Tests ac Days e - Last'no.of Suecihien i{o i i.::,::,::'',r I i _-1 u-J i--lUn,.1.' Sir.eea il o iir lS:-er:rr - Aci;'a I 3Si C39-6r1v__v__-"'I,.YU 1) -. _c30 ;tco :': -.:1:-.'.3 * jiO ViSih-,e -e>:rer-, O lli I-e rij^irs^ l'lOte: ,l:'n sl,;':" - aC C e+l.ei_lo]ixfl1fE_fiith exceEslve slurjj:.T:=t.gf,, t..l . l:"1"" s.' ;''