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Sanacija Kolnika Autoceste Zagreb – *RULĀDQ Highway Zagreb–*RULĀDQ Pavement Rehabilitation

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Sanacija Kolnika Autoceste Zagreb – *RULĀDQ Highway Zagreb–*RULĀDQ Pavement Rehabilitation Hrvatsko asfaltersko društvo Croatian asphalt association Sanacija kolnika autoceste Zagreb – *RULĀDQ Highway Zagreb–*RULĀDQ pavement rehabilitation 9HOLPLU/DFNRYLþ&2/$6+UYDWVNDGG 0HāXQDURGQLVHPLQDU$6)$/71,.2/1,&,9 International seminar ASPHALT PAVEMENTS 2019 Opatija, 04.–05. 04. 2019. A4 -Autocesta Zagreb- ² A4 (oznaka koju ima u mreži autocesta Republike Hrvatske) "Varaždinska autocesta”. -Dio je europske mreže autocesta i nalazi se na Vb europskom prometnom koridoru kojim prolaze evropski cestovni smjerovi: E-71; Budimpešta- ²-Varaždin-Zagreb-Karlovac-Split. i E-65; Budimpešta- ²-Varaždin-Zagreb-Karlovac-Rijeka. -Śȱȱċȱȱ£ȱ£ȱȱȱ²ȱȱȱȱ ǯ -Nizinska konfiguraciju terena- ȱȱȱ£ȱ²ȱ£ȱȱŗŘŖȱȦǰȱ ȱ£²ȱ –Varaždin- trasa prolazi brdovitim predjelom - ²ȱ£ȱȱȱŗŖŖȱȦǯȱ A4 EUROPSKI KORIDOR VB A 4 POVIJEST IZGRADNJA 1993 TO 2003 -----2 1996-1997 -----3 1997-1998 -----7 2000-2003 -----6 1999-2000 -----5 1998-1999 -----1 1993-1994 1996-1997 -----4 1998-1999 A4 SUDIONICI U GRADNJI Investitori: HRVATSKE AUTOCESTE d.o.o. Zagreb HRVATSKE CESTE d.o.o. Zagreb Projektant: INŽENJERSKI PROJEKTNI ZAVOD d.d. Zagreb EĂĚnjŽƌ͗/E^d/dhd'Zs/EZ^ds,Zsd^<Ě͘Ě͘ĂŐƌĞď /njǀŽĜĂēŝ͗<KE^dZh<dKZ/EE:Z/E'Ě͘Ě͘^Ɖůŝƚ VIADUKT d.d. Zagreb HIDROELEKTRA – NISKOGRADNJA d.d. Zagreb DALEKOVOD d.d. Zagreb CESTA – VARAŽDIN d.d. Varaždin ZAGORJE – TEHNOBETON d.d. Varaždin d'ZĚ͘Ě͘ĂŬŽǀĞĐ 66. pukovnija HV i “Monitor” MATERIJALI Nasip-Posteljica-prirodni šljunak- ²-+-Varaždin-VŽ Toplice -miješani materijal i kameni materijal-Kaming-VŽ Toplice -ZG Tampon i Cementna stabilizacija-šljunak0/32mm -drobljeni kameni materijal 0/32mm Kaming Nosivi sloj asfalta-Vapnenac- Špica Kaming –²-Holcim °ȱȱ-Eruptivni kameni materijal-Hruškovec Kaming OBJEKTI NA A4 3 Varaždin, ñ² and Sesvete 12 2 Vrtlinovec 575m and Hrastovec 511m 9 length from 159m to 459m 5 length from 212m to 508m 2 ² and Sv. Helena STANJE KOLNIKE KONSTRUKCIJE PRIJE REKONSTRUKCIJE 2017. Stanje površine asfalta nakon 19 g. -²ȱ£ċȱȱȱȱ£ȱǰ -²ȱȱȱ£ȱ£ȱȱȱȱ (vozni, preticajni i zaustavni trak), -mrežaste pukotine u voznom i preticajnom traku -udarnih rupa u voznome traku. ȱȱȱȱ²ȱȱȱ£ȱ£ȱȱȱȱ (vozni, preticajni i zaustavni trak), prolaze i kroz oba asfaltna sloja i CNS-a. Na tim mjestima je CNS površinski rasut. ȱȱȱȱ²ȱ£ċȱȱȱȱ£ȱ ȱȱȱ£ȱ£ȱȱȱȱȱȱȱȱñ°ǯ Na mjestima mrežastih pukotina i udarnih rupa CNS je raspadnut. STANJE PRIJE REKONSTRUKCIJE 2017. Rezultati ispitivanja asfaltnih mješavina iz oba sloja pokazuju £°ȱgranulometrijski sastav, udio šupljina i ispuna šupljina bitumenom, -Rezultati Marshallovog stabiliteta i odnosa stabiliteta i deformacije ukazuju na krutu mješavinu osjetljivu na pukotine. £ȱȱȱśŖȦŝŖȱȱ°ȱ £ȱȱȱǻ°ȱȱ°ȱȱȦȱ²ȱ razmekšanja). -Cementni stabilizirani sloj (CNS), £ȱȱ²ȱ²°ȱȱŗşȱǯȱ °ȱȱȱ²ȱǯȱȱ KOLNIKA KONSTRUKCIJA STANJE ASFALTNOG SLOJA 1998-1917 Filling of stone compound Relation of stability and deformation Voids content, Stability at 60 C, Deformation voids with bitumen, at 60C EN 12697-8 EN 12697-34 EN 12697-34 Type EN 12697-8 EN 12697-34 [%(V/V)] [kN] [mm] of [%] [kN/mm] asphalt 2017. 2017. 2017. 2017. 2017. 1998. 1998. 1998. 1998. 1998. 19 years after 19 years after 19 years after 19 years after 19 years after exploitation exploitation exploitation exploitation exploitation AC 11 surf 5.1 4,7 80,7 87,1 11,7 30,3 4,0 4,2 2,9 7,2 50/70 AC 32 base 7,0 6,6 58,0 55,0 12,3 33,5 3,5 3,8 3,7 8,8 50/70 BITUMEN 1998-2017 Penetration Softening point (R&B) EN 1426 EN 1427 Bitumen type [mm/10] [°C] 1998. 2017. 1998. 2017. 19 years after exploitation 19 years after exploitation 50/70 65 49 49,2 53,7 CEMENTNA STABILIZACIJA 1998-2017 Compressive strength of stabilizing mixture Compressive strength of stabilizing mixture HRN.U.B1.030 (EN 13286-41) HRN.U.B1.030 (EN 13286-41) [MN/m2] [MN/m2] Cement stabilization 1998. 2017. 2017. after 7 days after 28 days 19 years after the exploitation Gravel material Hrastovljan 0/32mm 4,0 5,4 6,3 Limestone material Špica 0/32mm 3,6 4,9 5,8 TIPOVI SANACIJA KOLNIKE KONSTRUKCIJE - Istražni radovi-rezultati ispitivanja-projektanti -projekat rekonstrukcije : - ȱȱȱȱȱñ°ȱ-novi CNS. - ȱȱȱȱȱ£ċȱȱ²ȱȱ– sanacija sa geomrežom. - Sanacija asfalta: AC 11surf 50/70 SMA 11 PmB 45/80-65 1998 2018 Wearing course Hvala na pažnji.
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