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HomeMy WebLinkAboutHMA - Lots #5 - #7 - Northbound lanesKr.g Cutuity DCp:lrllllClll vl 1 i tiuiwi IcZtrvu L4, M_twi.di Ca5.ur:dv1y Kinycounty Rot MIX JISON811 UMONCHUR FUFM 15:+ Monro Avenuc NI . lila,.! 1 r. v SR Renton. WA 9 8016-01 91 Fhune. �dl�) 2ht: I IIIA I -ax (206) 296-0179 Data Pa ad 3/17/2016 Pm^t City of Renton: Logan Ave N. Iva, 1 1z 596 Section R;me Johansen Can. Paving Co. ICvry rlanr Auburn Class 1 1/2' Lift varies Start Air Temp. 42' 1 End Air T mp. 1 60" Gauge Troxler 464998 it eO55 mix I D. MD140010 Rand. # Estimated Dens y r.) = 0.0759 Tons/10 Width (W) _ Dcpth (D) SUU101 size ro) Lot Lenyrh to nearest Vin')" W(rr xU(rr)= Beg. Std. OF Sta. to Stu. Lou. ACr I est I emp. Lot # 5 Tact Lift Test Location Onset Depth Gaugu Ruadtmgs Avg' Rea0ing Corr. Fact. Corrected Gauge Rice Density % or Rice 1 2nd Basi. 201+05 6' Rt. 3" 144.3 144.0 144.2 1.001 144.3 154.3 930 2 2nd Base cZFFca 23' Rt. 3" 142.6 143.2 142.9 1.001 143.0 154.3 92.7 a zn0 Base 25+75 16' Rt. 3" 140.3 140.c 145.3 1.001 145.4 154.3 94.2 4 2nd Boma 15+50 111. 3" 143.9 143.7 143.8 1.001 143.9 104.3 93.3 5 cn0 Ease 17+00 8' Rt. 3" 145.2 144.9 140.1 1.001 145.2 154.3 94.1 6 2nd Basi. 18+50 10' Rt. 3" 143.6 145.2 144.4 1.001 144.5 154.3 93.1 7 2nd Base ZUT-00 4' RL 3" 145.6 145.0 145.3 1.001 145.4 154.3 94.3 s znd Base 21+50 7' Rt. 3" 143.1 144.0 144.1 1.001 144.2 154.3 93.5 9 2nd Beau 22+10 10' RL 3" 143.5 143.8 143.7 1.001 143.6 154.3 93.2 10 cna fuse 24+25 5' Rt. 3" 144.8 143.5 144.c 1.001 144.3 154.3 93.5 11 2nd Beau 25+75 3. ME. 3" 143.8 142.6 143.2 1.001 143.3 104.3 9c.9 12 Leveling 10+39 28' RL 2" 143.5 145.2 144.4 1.001 144.5 154.3 93.6 13 Leveling 16+89 27' Rt. c" 144.3 143.6 144.0 1.001 144.1 154.3 93.4 14 Leveling 10+50 17' Rt. 2" 143.7 145.5 144.6 1.001 144.7 154.3 93.8 15 reveling 17-,00 19' Rt. 2" 142.4 14c.c 142.3 1 1.001 142.4 154.3 92.3 Rollers Pa se Rullur Cwdus: Lot Avg. 93.5 Pavers: CAT AP1055D #62 0627 CAI CB64 DDV iro4 5391 Brakdu-rt CAT CB44B DDV #64 5053 Intermediate CAT Cflcc4c DDV #64 0089 Finish Remarks: Today's Rice Density was 154.3 4-6 c-4 Varies 3/I SDV - Single Dram Vibrator P -Pneumatic Tester informed paving Contractor and K.C. Inspector of Me day's test results. Feld Enyrni.zr/TGatar W;Iha � S. Parai.ns Date .%,-m 3/17/2016 DDv Double Drum vibrator TS - Tandem Steel 0 \Userslwparsons\Documents Renton -Logan Ave N\HMA 3 -.6 ra57 Revc.etl cv1&•'2016 Kiiib county ail I'"i mr..-.nx A:cnue NI,. Bldg 1). Ul: up�uliunl of 1r6u1pbllCl11 MfioI Kenton. WA 97sin64199 Platurial, Labo1 glory King Cou1Ry rnonc (206) 296-7709 rax. 2917-11)174 Not Mh(Asphak Compaction Form Date Paved 311 r/z010 Pro)ecr City of Renton: Logan A1rr N. Nu. 1126896 1 Section I r-erue .lanansen Con. Paving Cc. ICON Plant I Aub„rn Class 1/2" 1 Lilt Varian Stag Air Temp. 1 42' 1 E11dAn- Temp. 1 60• Gauge Troxler 4640B #2659 A&I.D 1/lD1110010 r1ana.9 DensitY (P) O.vlan oonsnl3 vnbur 'vvI = Depth 'Ol Soblct SLu S _ rengin ton-, 7V (A) VW) W(ft) x D(it Hug. eta. = Sta. to Sra. r_t)c ACP Tact Temp. Lor # 0 Test Lift Test Location Off3at Depth Gauge ReaOings Avg' Reading Corr Faut. Corrected Gauge Rice Density oa, of Rica 1 Leveling 15+50 21' RL 2" 144.7 144.2 1y11.a 1.001 144.6 154.3 93.7 2 Leveling 20+00 17' Rt. 2" 11111.0 1113.5 144.2 1.001 144.3 154.3 93.5 3 La.aling 21+50 zz' R7. 2" 142.3 143.6 143.0 1.001 1113.1 1511.3 92.7 4 Leveling 23+00 16' Rt. 2" 145.9 145.0 1110.5 1.001 145.6 154.3 94.4 5 Leveling 200+45 CIL z" 1115.0 144.0 144.5 1.001 144.6 1011.3 53.r 6 Leveling z01+10 4' Rt. 2" 144.9 144.3 11111.6 1.001 144.7 154.3 93.8 I Ceveling 24+50 18' R1. z" 1113.1 1113.5 143.8 1.001 143.9 154.3 93.3 8 Le.-oling 26+00 z0' MI. 2" 143.4 143.6 143.5 1.001 1113.6 1511.3 93.1 9 Leveling 27--50 16' Rt. 2" 143.9 1113.3 1113.6 1.001 143.7 154.3 93.2 10 Le.eliny 29+00 19, ME. z" 1115.z 143.1 144.2 1.001 144.3 104.3 5,1.3 11 Leveling 30T50 23' Rt. 2" 145.0 145.4 1115.z 1.001 145.3 154.3 94.2 rz Coveting 32+00 16' R1. z" 111a.z Iwl.a 144.9 1.001 145.0 154.3 911.0 13 Leveling 33+x0 18, RL 2" 143.3 143.6 143.5 1.001 1113.'0 154.3 93.1 14 Leveling 35+00 22' RL 2" 143.6 11111.z 1113.9 1.001 144.0 154.3 93.4 15 Leveling 15+25 1' 117. z" 145.5 145.3 145.4 1.001 14x5 1511.3 94.3 Lot Avg. 936 Pavers: CAT AN 055D #62 0627 Rolle,e• CAT CB611 uDV u64 5601 BrCakduwn CAT 0611116 DDV 064 5053 inlermeaiale CAI CB224E DDV #64 0085 rinish Remarks: 7uda 's Rice Density was 154.3 Passes 11=6 2-4 Varies (4MML 3Z 1b I JO Hollµr Codf ;: SDv - single Drum vibrator P -Prim matic Tesler informed paving contractor cu is K.U. Inspector OT the day's test results. Field EnglnuwrlTastier William S. Para,,no n,tfr it to 3/17/2016 C \Users\..�.usons\Documenr,%Runlon-Logan Ave RiMmx u u 1 e„ DDV Doable Dram Vibratcl TS - Tandrm Strel Lr:t kevis€:d 31181.'016 King County L9V SR "' 1vl.mre : n:en..e Ni*,enton. WA 98056-4199_ uidg. u. UCpailnlCntal' 1r:1u8p01'la1JO11 rn.:ne (206-)296-7709 Mate1 ial, Laboratory King COurRy Pax (2ir() 2jNul rh Not Mix Asphalt Compaction Form Dare Paved sr 1 r/z016 rrojecr City of Renton: Lsyan A.a N. IVa. 1126896 Section I Prime aanansen Can. raving Co. ICON Plant I Aabarn Class 1/2" 1 Lift Varies I Start Air Temp. 42" 1 End Air Temp. 1 60- Gauge 1 roxler 4640B #2659 Mi> LD. MD140010 Rand. # Estimated Densn Y(PI v.v13a tons/n3 vvrbrn rm ( / Depth O P / Sablat Si e S (1 tot [engin to nearest 100 (A) _ vrt3)1W(tt xDft)= oeg. Sta. + Sta. to Sid. Luc. ACP T st Temp. Lot # 7 Test [ift Test Location Offset Depth Gauge Readings Avg' Reading Gurr. Fact. Currecte0 Gaage Rice Density % uf Rir.e 1 Leveling 09fa 10' RL 2" 144.3 144.1 144.2 1.051 144.3 154.3 93.5 z Ceveling 18+25 3' RL 2" 143.1 144.1 143.9 1.001 144.0 154.3 93.4 3 Lee.asling 19+13 11' R1. 2" 143.3 143.5 143.4 1.001 143.5 wR.3 93.0 4 [eveling 21+25 6' Rt. 2" 142.7 143.4 143.1 1.001 143.2 154.3 92.8 5 Lovaling 22+75 10' ME. z" i4z.3 142.2 142.3 1.001 142.4 154.3 9z.3 6 Leveling z4+zo 4' RL 2" 142.8 142.5 142.1 1.051 IzFz.6 154.3 92.5 r Leveling 25+75 7' Rt. z" 141.3 141.3 141.3 1.001 141.4 154.3 91.7 8 Leveling 21*z5 9' tit. 2" 143.6 143.5 143.6 1.001 14a.1 134.3 93.1 9 [eveling 28+75 5' RL 2" 145.7 144.1 I43.z 1.001 145.3 154.3 94.2 10 Lw -cling 30+25 0' ME. z" 143.7 145.6 144.7 1.001 144.8 154.3 93.0 11 Leveling 31+75 4' Rt. 2" 144.1 144.3 144.z 1.001 144.3 154.3 93.5 12 Leveling 33+25 9' Rt. c" I4z.0 143.3 143.1 1.001 143.2 154.3 92.8 13 Leveling 34Fra 5' RL 2" 143.2 143.6 143.4 1.001 143.3 154.3 93.0 14 15 rierC resrs werrarmoU using i%Vuur resr Method N-1. Lot Avg. 93.1 Pa.zrs: CAT AP1055D #62 0627 Rollers CAT CB64 DDV #64 5601 BrCakduwn CAT 1.6446 DDV #64 5053 InLormealate CAT CB224E DDV #64 0089 Finish Remarks: Tuda 's Rice Densit was 134.3 Fasces 4 6 2-4 Varies Roller Cudes: SDv - single Drum vibrator P-Pneamatic I ester informed paving contractor and K.C. Inspector of the day's test results. Field Engmeer/Tv�v-r William S. Parsons U-191-10 a/11/z01a C losersxwparson wocumenr:�F1enlon-Cogan Ave IGvililku.v.166 DDV Diable Dram Vibrator TS - Tandem Steel Last Revised 3/16/2016