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HomeMy WebLinkAboutHMA - Lots #1 - #2 - Northbound lanes155 Monroe A%cnue NI . lild g b. Ring k,i411ity V SR b Ui:NtdtlnCut vl 11a11i�-vil.dwll Renton. WA 980i64199 Klfl COtlJllli Mat0i i.Js L-tllvt tl�i y 9 y I ax (206) 2964)179 Not Mix Asphalt Compaction Form Dal.- Paved 3/8/2016 Pmject City of Rcntun: Logan Ave N. Na. 1126896 Set hon Prime Janansen Can. Paving Co. MUM r-lanr Auburn Cuss uc" Lift varies gran Air r amp. -F6' cnl7.vir rernp. iia' Gauge Troxler 46408 #2659 M,'x I.D. MD140010 Rand. # Estirrrled Dons: lY Tr1= 0.0759 TonsHt3 Width W - t ) = Depth D N 1 Seblot Size S �) Lor Leny,h to nearest v(TF -00 x u(n )= Beg. Sta. + Sra to Sta. LLC HCI- test Temp. Lot # 1 Tact Lift Test Location Offset Depth Gauge Readings Avg' ReaOing Curr. Fact. Corrected Gauge Rice Density � of Rice 1 14t Baaa 26+75 18' Rt. 3.5" 143.1 144.0 143.6 1.001 143.7 154.5 93.0 2 lot Base 28+25 16' Rl. 3.;' 143.3 Ig3.3 Iz13.a I.10101 143.6 154.5 92.9 3 1st Base 29+75 20' Rt. 3.5" 143.9 144.2 144.1 1.001 144.2 154.5 93.3 4 lotB-aae 31+25 15' Rt. 3.5" 144,7 144.7 1RR.1 IMP IZFZF.0 104.0 53.6 5 15c Ease 3c+1a ro' Rt. 3.5" 144.2 144.2 144.2 1.001 144.3 154.5 93.4 6 15t Ba.0 34+25 16' Rt. 3.5" 144.1 144.6 144.4 1.001 144.5 154.5 93.a 7 15t Baas 36+aO 19' nc. 3.5" 1q>s.3 IzFz1.S IZIZI.6 1.001 144.7 154.5 93.7 8 1st Base 27+25 8' Rt. 3.5" 143.3 143.0 143.2 1.001 143.3 154.5 92.7 9 lot Base 28+75 6' Rt. 3.5" 143.8 14x.3 IZPF.1 1.501 1ZP#.c 15zi.5 93.3 10 151 5' Rt. 3.5" 144.3 144.6 144.5 1.001 144.6 154.5 93.6 11 lot Ba.a 31+75 10' Rt. 3.5" 143.8 143.6 143.1 1.001 143.0 15q.0 53.1 12 1st Basn 33+25 a, RL. 3.0 .' 1zF>s.3 143.0 14ZIA 1.001 144.2 154.5 93.3 13 1st Base 34+75 8, Rt. 3.5" 143.9 144.4 144.2 1.001 144.3 154.5 93.4 14 2nd Base 27+00 18' Rt. W 14x.8 1x3.1 Ibis 1.'501 199.-# 154.5 93.5 15 2nd case 28+50 16' Rt. 3" 143.8 143.9 143.9 1.001 144.0 154.5 93.2 Fled tests DerFm,ed oslnq KCDOT Test Method N-1. Lot mvg. 53.3 Pavers: CAT AP 1'uaiiD �r'oc Oeu Rollers CAT CB64 170v 869 0501 Breakdown CAT CB44B DDV #64 5053 Intermediate CAT CB229E DDV #64 0089 Finish Remarks: Today's Rice De..-.ait ..as 154.4 Passes q=0 c-4 varies Roller Cvdes SDV Single Drum Vibrator P-Pnc,amadc Tester informed paving contractor and K.C. Inspector of the day's test results. Feld En-yinuer/Teuter William S. Parsons Dae Tested 3/8/2016 C \UsersM�-rsons\Documents\Renton-Lo-yan Ave NWMA.3.8.16 00v Double Drum Vibrator TS Tandem St-.ul Cast Revise0: w1weato _ Killg .;.runty v aft 155 Monroe Avenue NI . Bldg D. IJC i trtua lcrtt vl l i:wi vlt:ltnnl Renle;n. w nitnF.;i199 1 Phone M.,tc.itili CaDvr:lrny KingGour>zY I:1x( 06) ) 296.0179 Not Mix Asphalt Compaction Form Date Paved 3/8/2016 P quUt City of Renton: Logan Ave N. IVa. 1126896 Seution Prime Johansen Can. Paving Cu. ICON Plaid Auburn Class 1/2" Lift varies gran Air t amp. 9F3' cna Air Temp. 36- Gauge 1 roxler 969oe oz3og tvrix / u MD140010 Rand. # Eutirrrted Dancer f ty INI = 0.0759 Tons/tt3 Width W = ) Da th D - N 1- Sublut Size S �) Lot Length to nearest 100' (A) vrn !99111xU61)= Beg. S.. + Sta. to Sra. Lou ACr- Test temp. Lar rr z Test Lift Test Location Offset Depth Gauge Readings Avg' Reading CoI1. Face. Corrected Gauge Rice Density o:e of Rice 1 2nd Baia 30+00 20' Rt. 3" 143.9 143.1 143.5 1.001 143.6 154.5 93.0 2 2nd Base 31+50 16' RL. 3" 144.6 144.r 199.r Leal 199.6 ID9.5 93.r 3 2nd Base 33+00 19' Rt. 3" 143.8 144.4 144.1 1.001 144.2 154.5 93.4 4 2nd Base 34+50 17' Rt. 3" 144.7 143.9 144.3 1.001 144.4 154.5 93.5 a zntl case zo+r3 6' "1. s" 193.9 199.z 193.8 1.001 143.9 154.5 93.2 6 2nd Ba.0 28+25 TRI. 3" 145.4 145.6 145.5 1.001 145.6 154.5 94.3 7 2nd Base 29+,3 .7' RL 3" 143.7 199.z 199.1 IMP 199.z 109.3 wa.a 8 2nd Base 31+25 8' Rt. 3" 144.4 144.2 144.3 1.001 144.4 154.5 93.5 9 2nd Bazu 32+75 4' Rt. 3" 144.0 143.8 143.9 1.001 149.0 139.0 y3.c 10 zna case 34*zo 6' r11. 3" 199.z 199.6 194.9 1.001 144.5 154.5 93.6 11 2nd Baaa 35+50 6' Rt. 3" 143.8 144.1 144.0 1.001 144.1 154.5 93.3 12 Is1 Base 2=099 a, Rt. 3.�' 193.z Ig3.r 193.0 1.001 193.6 159.5 92.9 13 lot Baas 15+30 31' Rt. 3.5" 144.2 144.8 144.5 1.001 144.6 154.5 93.6 14 11t Base 15+93 20' Rt. 3.5" 143.9 144.6 144.3 1.9901 199.9 109.0 5,1.315 Field tests Performed using KCDOT Test Method N-1. Pavers: CAT AP1055D #62 0627 Lot Avg. 93.4 Rollers CAT CB64 DDv ito9 06991 Brcokdu_n CAT CB44B DDv 069 3033 Inturmediatu CAT CB224E DDv #64 0089 Finish Remarks. Today's Rice Density was 154.4 q, Passe', 4-6 2-4 varies _v Roller Cudee SDV -Single Drum Vibrator P-Pneamatic Tester informed paving contractor and K.C. Inspector of the day's test results. Fiaid EnaineurITastur William S. Pars -ns D T, ted 3/8/2016 DDv DDODIe Drum vibrator a 1 anat m Steel C \Users\..,..rsons\Document \Renton-Lvan Ave NW MA 3 8 16A ras1 Revised: a i wuO l'o