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HomeMy WebLinkAbout11-1-17 United Companies.pdf SAFETY FIRSTMI '+,,,. THANK IOU FOR 970-243-4900 1158a tfu•y t,Gypsum CO r. HELPING OUR DRIVERS �•�v��.united gj.coln1-3163- 1, 134 ENTER ANDCXITjOl3 t5" CONCRETE DELIVERY TICKET T SITES SAFELY ' III111111111 I III II 11131 MTC :xti� t�+AE n,ERTirt.I,,EirEs 11 LEF.Lti rt rr,r '�E JE SrAFt POLES FL,.!Sl,a!'(R IEoLE JC•a 11/41/2017 �g� - � � q�7 33213803 c 2211 North Frontage Road- Vail RPM EXCAVATING AND PUMPIN :,.ii[::)) 2211 North Frontage Road PO BOX 6405 e1 CO 81657 r-. Vail CUSTOMER NUMBER SOURCE TRUCK _ DRIVER CUSTOMER PURCHASE ORDER NUMBER 12988 75040 1 332 1 563E36 JOHN CARDINALE PRODUCT CObE, CTUANITY 5+ Klrt•1arr .U/MI PRICE AMONT 31010400 10. 0 WIN 3 PRO FLOWFILL 69, HW 1o.0 WINTER CHARGE WATEi4 ADDED PEA CUSTDrtER REOUES ning: Concrete quality may be jeopardized if driver ,,AIL IONS OF RATER ADDED EST PRATED SLUMP is instructed to add water increasing the slump beyond SUB TOTAL, the designed slump. Concrete design strength may vary significantly from in-place strength depending on placement, consolidation, curing, and protection of the concrete after delivery. ALES TAXA ' CONLRf TE UES&1OR I DELIVERY REDDEST IIcr DES[atnsED sL te•IP ORDERED AVMP YARY'S ORCEREC TOTAL YARDS PLEASE PRY SINGLE FAMILY 1 4. 00 4 10. 00 10. 00L 9: 39 THIS AMOUNT wAsaaN- - PROPERTY DaWL(3E RELEASE DELAY EXPLANATION CYLINDER UNDER TEST TAKEN L-4• C -,iii SKIN AM'l" ITP RE S4,RED IF Ok LIVERY'Cr ayE YADE:MSICE L 1,P.9 LrrtE. _i •: [�-• 6 Truck BrO‘e r..cooT' .. - . - - • 1-.".",-." ae.a-a-''"' _ .. .o,.•:•'•. , TfU[�:.hr.J..x _,... a OUN n - - - - - .,,to 0E cEA E a.:}F re..' ^Y e 7 :i-.a-e 4 __ _ _ ,. :JK.RE-E a EE Ri.'� CS..c cDE013 - e '.!E _ - - u�ay en. .ao ni 'ie..A,c f AO,,,,,"c 10 r'�III der *e^ r:nn-aeEP aL,P..I....,p.N oLSY 0C1 -4Afc.=-E - 1,,17_, - ec'M+• Y ya,.YO..V..Y -Y'Y.. '"a' 145T121jc,�C,51.<--+-t sac,=,3-_r a..•S•FCE 2e:.-.PEAC_.._ c.': ..S,.a ar 11-1. .eI(Sr Sr tra`new •.::.:r.:e,.,, .e •.-^_na. I_a«e.` Yes PY._ _.. •-,.,-S+' r .u.k.,:ar r:es I n•c.:r-.w,,,,ons.--.r.r.r..er-w'T"nr--r a..•.r a,m.v--a.•r:n.orae•..I a1,.ea.,r-r ax ode-a 4 1 a•1 A"•••"- ,_� any awn.— Ana raw.,e„any ant. :n•srn•e K.e r--.sea ars r a-E.a• a•SV..-y.-:.^., AJ: –.. AS.a.anb.104,.. n 3C nu,.&S..,a,J.caw rI RTEFc•-c -I.Pas-,•..aPs• ,..:a,1,.yon+to"aw-.Li,wrap 0+1.r1•.,n7 a,a., o 12•. WHO,PERCE*iTAC5E RATE SrSC•f:E Slump r.,,C.........4.kr R....Aur..*.,....'...Ar:.I..... AL ..,..0.•-e.--..e TCn,P= 1500.rA I Cranford A L a:.:Cranfordxnc,;•,•,w...a.ror.e an an Rewan.•e a.a sa a - Tesbag Lab= Kcea,:'a,y',no C mrp.e r ieC aaAn The.a,denyned adntnaeeepea that he'ahe K 9k:;one-,mer a on aun.o.ard awn,lc.dx a Shoe .a1..apeea Dn . keea i Gl d,e C..po•-o- to ad 81 dIr Err4 and rcednona x•ford,homes F'rhea v ref .lI to non Ih,e dela+•p t.rke* BJP ar.AorarK*:'mate•sel cwala,Res ag.eesent esEh ren.rs and condNan5 above SiglatJ-e Prat Ue'te _ _-- , .., .� a ret:Sgrt-healer added-dfl genera It:rnn and' .1 10 rn••9-0 5. 1m I'45 k •1+.,a<= • Truck Load Size Mix Code Disp Ticket Nun 'rime Date 56386 10.00 CyD, 31010900 33213803 8:38 AM 11/1/17 Material Design Qty Required Batched Actual Wat X Moisture not-1/II 60 lb 600 lb 665 lb > BORAL 60 Ib 600 lb 615 Ib GYP-SNDI 1346 lb 13746 Ib 13740 lb 34 gl 2.12X A GYP-1167 1150 lb 11500 lb 11480 lb M GYP-58 729 lb 7326 lb 7320 lb 4 g1 0.50/. M WATER 39.0 gl 321.4 gl 321.0 gl 321,0 91 AE 90 4 oz 40 oz 40 oz Load 36501 lb Design MC 2.712 Water/Cement 2.344 A Design 35 0 0 gl Actual 359.6_gl To Add: 30.4 Slump: 4.00 in Water in Truck: 0.0 91 Adjust Water 0.0 gl I Load ; Trim Water: -3.0 gl i CYDS • t