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HomeMy WebLinkAboutHMA - Lots #3 - #4 - Northbound lanesKing County v oR 155 Monne Meme NI-. M& i,. 1cca.:r, wA 9nir»(-4I99 Department of Transportali.,aMI I hong. (2116) _9i ---i ib� Materials Laboratory King county iax (206) 296-0179 Not MIX ASPH811 COMMON Form uafe raved 3/11/2016 Pruguet City of Runton: Logan Ave N. N5. I Iz6two aechon Prima Johansen Can. Paving Co. Icon P/am AuBurn Cbus 1/2" 1 Lilt Varies Stan vii Temp. -#a^ tnd Air Temp. 57' Gauge Truxler 4640B #2659 mtx I. U. MD140010 Rand. # mwirnarVU uensi MOM Tons/113 Width W Depth D Soblat Size fa Lot Length to nearest f00'rA) ry 1p/ ' TIN) p i 1/ o rt): vr(rr x OF J= Bag. Sta. + ata fo Sfa. Logi. -Cr- 1 est temp. I Lot # 3 lest) Lift I Test Location I 1scBase 17+14 2 list Baa. 11+00 3 151 Case 18+50 4 list Base 20+00 5 15t Base z1+50 6 1si case 23+00 7 tat Baso zotmau 8 is[ Base 24+50 9 let Ba.w 26+00 10 2nd Base 10+15 II 2nd Base 17+25 12 1st Basv 1a+za 13 1 s1 case 16+75 14 1 at Baasee 18+25 15 151 Cabe 19+75 Ma-ModFtbld fevig. -vi formed ..h,. K -Mor Test Pavers: CAT AP1055D #62 0627 Remarits: 1 oCa 's Rice Density was 153.9 Offset I Deptn I Ganga Ruading�5 29' Rc. 3.a" IIZ13.'u 1zi5.6 z0' Rt. 3.5" 144.4 143.3 18' Rt. 3.5" 14x.0 Igq.'u 144.1 144.6 23' Rt. 3.5" 146.2 146.1 19' Rt. a.;' Ivs.ti 1zi5.5 2' Rt. 3.5" 142.0 142.3 16' Rt. 3.5" 14x.4 I-Fa.zi z3' mi. 3.5" 140.4 139.2 27' Rt. 3.5" 1 145.3 143.4 3TRL. 3.a 1ZIz.0 142.1 5' Rt. 3.5" 142.7 143.2 9' Rt. 3a" Igz.t3 IZFa.y zF' RE. 3.5" 145.1 146.0 7' Rt. 3.5" 143.6 183.1 Tester informed paving contractor and K.C. Inspector of the day's fest re5nI 5. Mitt Engineer/ 1 ester winiam S. Parsons Date ,,,t„„ 3/11/2016 C:tOaarst..,..,rsonsTocumentsARenton-Lo-yan Ave N\HMA 3.11.16 Rollers Pamea Avu. Reading Cert. Fav 145.3 1.001 143.9 OtI t 144.0 1.001 144.4 1.001 I-Fa.z 1.001 144.6 1.001 142.2 1.5111 143.9 1.001 139.8 1.001 IZI-F.4 1.001 142.1 1.001 PDX 1.5111 143.3 1.001 145.6 1.001 13.7 i 1.001 C141 CB64 DDV ir6y 531111 Breakdown 4-6 Gauge 145.4 144.1 144.0 146.3 144.7 1 z1z.3 144.0 135.5 144.5 142.2 143.1 143.4 I.F5.1 143.8 Lot Avg. CAT CB44B DDv 1r64 5053 Intarmadiat.- z-v Rice or Rice Density 154.3 9>3.a 15.3 93.3 154.3 93.4 109.3 53.6 154.3 94.8 154.3 93.0 154.3 92.2 154.3 93.4 1 aff.a 90.7 154.3 93.6 1 aZ.3 5z.z 154.3 92.7 154.3 92.5 154.3 94.4 154.3 93.2 93.z CAT CEzzZiE DDV #64 0089 Finish Varies Roller Codus: SDV - Single Drom Vibrawr P -Pneumatic DDV DooDle Drum viorator TS T2ndum Steal G+.t ReviSIM wlzF7Zo16 King Courtly v SR 155 Monroe Atenua jiv. nsug I,, Remon. W A 98056-4199 Department of Transportation mume. Materials Laboratory King County rum:I�ax (206, 2964117) Not MIN ASONalt compacdon Form Cut Avg. 93.0 ware raved 3/11/2016 Prkact City of Rantun: Logan Ave N. No. 11za6y6 I Section Cozz4E Prime Johansen Con. Paving Co. IC019 rsant I Aabu: n Class 1 1/2" 1 Lilt Varies I Stan Air Temp 4a° cnoAir Temp. 57" DDv Double Drum Vibrator TS - Tandem Steel Gage Truxlet4640Bnzeay mix I. U. MD140010 Ra„d.# Estlmetteo uenstr` YIP/ = u.0tas 10 -.s/ft3 Width IN - TIN) De th D P () Sublot Size o / Lot Length to nearest tvD' (..) v(n")1 w(rr)x u(rt )_ ftg• Sta. ora to Sta. Lou. HUr- test Temp. Lat # 4 1 est Lift Test Location Onset Depth Gauge Readings Avg'Co,r. Rearing Fact. Corrected Gauge Rice Density, --o of Rice 1 151 case 21+25 10'Rt. 4.5" 144-3 143.6 143.5 1.001 143.6 54.I 2 1 t Base 22+7a 5' Rt. 3.5" 142.5 142.6 14z.6 1.01 t 142.7 154.3 92.5 3 15t Base 24+25 8' Rt. 3.5" 14z.4 I4z.5 142.5 1.001 142.6 154.3 9z.4 4 1st Base 25+75 IT Flt. 3.5" 142.1 142.6 142.4 1.00t 14z.3 154.3 92.3 5 2nd Beau IOTUO 17` Rt. 3.5" 142.6 14z.o t4z.6 1.001 142.7 154.3 92.5 6 znO case 17+50 16' R 42.7 143.0 1.001 143.1 ID4-3 yz.r 7 2nd Base I7+1'u 21 Rt. 3.5" 143.3 145.0 144.z 1.'v01 144.3 154.3 93.5 8 2nd Base 20+50 16' Rt. 3.a" 140-3 145.1 145.2 1.001 145.3 154.3 94.z 9 2nd Baan 22+00 18' RE. 3.5" 145.6 146.3 146.0 1.000t 146.1 154.3 94.7 10 2nd Base 23+50 21' Rt. 3.5" 142.9 14z.t t4z.8 1.001 142.9 154.3 92.6 11 2nd Base 200+45 z' rt. 4.a" 142.1 141.8 142.0 1.001 14z.I 1a4.3 92.1 12 13 14 15 Pavers: CAT AN 055D #62 0627 RemarRs: t uCa 's nice Density was 153.9 Z/1471L, Tester informed paving contractor and K.C. Inspector of the days test rasnitz. MOO Engineers rester vvihiam S. Parsons Date .t = 3/11/2016 C xDseratwparsonstDocements%Renton•Loyan Ave NWMA.3.11 16A Cast ne:isea W1412016 Cut Avg. 93.0 Rollers CAT CAT CAT CB64 CB44B Cozz4E DDv s64 a61 I DDV #64 5053 DDV #64 0089 B.uakdr,wn Intermediate Finisrl Pam, 4-6 z-4 Varies Rolle r Cudua SDV - .`.angle Drum Vibrator r -Pneumatic DDv Double Drum Vibrator TS - Tandem Steel Cast ne:isea W1412016