Postęp robót drogowych:
Obecnie na wszystkich odcinkach od km 0+000 do km 36+540 trwają następujące roboty drogowe:
- wykonanie wykopów: S7 4+600 - 4+750, 3+900 - 3+925, 7+800 - 8+200, 1+900, DW 526;
- wykonanie nasypów: S7 6+800 - 7+025, 6+650 - 6+850, 6+025 - 6+600, 3+800 - 3+925, 7+800 - 8+200, 0+000 - 0+450, DW 526; 9+700-9+900; 10+100-10+300; 12+375-12+600; 15+875-15+950; 19+691-19+709; 21+250-21+600; 24+000-24+100; 26+975-27+175; 27+87527+925; WMr:Ł3 0+040-0+420; DD7 0+489-0+600; DP1179N 0+140-0+300;
- profilowanie i zagęszczanie podłoża: MOP II;
- wzmocnienie podłoża gruntowego metodą kolumn CMC: DK7 1+805 - 1+965,
- ułożenie geotkaniny: 3+815 - 3+900; 12+475-12+600; 15+875-15+950; 19+691-19+709; 26+975-27+175; DD7 0+450-0+550; DP1179N 0+140-0+300;
- warstwa mrozoochronna: S7 4+910 - 5+025, DP1181N; DP1179N 0+000-0+140;
- podbudowa z kruszywa łamanego stabilizowanego mechanicznie: DW 526, DP1181N; DP1179N 0+000-0+140;
- ulepszone podłoże z gruntu stabilizowanego cementem: 12+920-13+120; 24+095-24+150; WMr:Ł2 0+120-0+210; DK7 11+400-11+840;
- warstwa wiążąca z betonu asfaltowego: 15+000-15+830;
- podbudowa z betonu asfaltowego: 23+025-23+850; S7 7+520 - 8+000,
- umocnienie skarp i pasa dzielącego przez humusowanie: 9+300-10+500;
- bariery ochronne stalowe: 8+600-10+500;
- ekrany akustyczne: WS24
Graficzna prezentacja postępu robót
Odcinek I 0+000 – 8+583
Odcinek II 8+583 – 28+270
Odcinek III 28+270 – 36+540
Węzeł drogowy Pasłęk - Południe >>>
Węzeł drogowy Marzewo >>>
Węzeł drogowy Małdyty >>>
Postęp robót branżowych:
Postęp wykonania przepustów:
Sekcja I 0+000 – 8+603
| Lp. | Obiekt | Droga | Lokalizacja | Wykopy pod fundament | Beton wyrównawczy | Zbrojenie | Beton konstrukcyjny | Konstrukcje stalowe z rur karbowanych | Zasypka wraz z zagęszczeniem |
| 1 | P-1 | S7 | 0+317 | 100% | - | - | - | 100% | 100% |
| 2 | Pd-1 | S7 | 2+034 | 100% | - | - | - | 100% | 100% |
| 3 | P-2 | S7 | 1+933 | 61% | - | - | - | 61% | 61% |
| 4 | P-3.1 | S7 | 3+983 | 100% | - | - | - | 100% | 100% |
| 5 | P-3.2 | DD2(A) | 0+432 | 100% | - | - | - | 100% | 100% |
| 6 | P-4.1 | S7 | 5+043 | 100% | - | - | - | 100% | 100% |
| 7 | P-4.2 | DD5(A) | 0+322 | 100% | - | - | - | 100% | 100% |
| 8 | P-5.1 | S7 | 6+084 | 100% | - | - | - | 100% | 100% |
| 9 | P-5.2 | DK7 | 5+390 | 100% | - | - | - | 100% | 100% |
| 10 | P-5.3 | DD5(A) | 1+340 | 100% | - | - | - | 100% | 100% |
| 11 | PE-1 | S7 | 1+770 | 100% | - | - | - | 100% | 100% |
| 12 | PE-1.1 | DK7 | 0+872 | 100% | - | - | - | 0% | 0% |
| 13 | PE-2 | S7 | 1+840 | 100% | - | - | - | 100% | 100% |
| 14 | PE-2.1 | DK7 | 0+943 | 0% | - | - | - | 0% | 0% |
| 15 | PE-3 | S7 | 5+140 | 100% | - | - | - | 100% | 100% |
| 16 | PE-4 | S7 | 8+440 | 100% | - | - | - | 100% | 100% |
| 17 | PE-5 | S7 | 8+480 | 100% | - | - | - | 100% | 100% |
| 18 | PE-6 | S7 | 8+520 | 100% | - | - | - | 100% | 100% |
3.4.2. Sekcja II 8+603-28+200
| Lp. | Obiekt | Droga | Lokalizacja | Wykopy pod fundament | Beton wyrównawczy | Zbrojenie | Beton konstrukcyjny | Konstrukcje stalowe z rur karbowanych | Zasypka wraz z zagęszczeniem |
| 1 | P-6.1 | S7 | 8+795 | 100% | - | 100% | 100% | 100% | 100% |
| 2 | P-6.2 | DD7(A) | 0+679 | 100% | - | - | - | 100% | 100% |
| 3 | P-7.1 | S7 | 9+101 | 100% | - | - | - | 100% | 100% |
| 4 | P-7.2 | DD7(A) | 0+991 | 100% | - | - | - | 100% | 100% |
| 5 | P-8.1 | S7 | 12+431 | 100% | - | - | - | 100% | 100% |
| 6 | P-8.2 | DK7 | 11+844 | 100% | - | - | - | 100% | 100% |
| 7 | P-9.1 | S7 | 12+928 | 100% | - | 100% | 100% | 100% | 100% |
| 8 | P-9.2 | DD8(A) | 0+573 | 100% | - | - | - | 100% | 100% |
| 9 | P-10.1 | S7 | 13+101 | 100% | - | 100% | 100% | 100% | 100% |
| 10 | P-10.2 | DD8(A) | 0+746 | 100% | - | - | - | 100% | 100% |
| 11 | PE-7 | S7 | 8+720 | 100% | - | - | - | 100% | 100% |
| 12 | PE-8 | S7 | 8+850 | 100% | - | - | - | 100% | 100% |
| 13 | PE-9 | S7 | 9+250 | 100% | - | - | - | 100% | 100% |
| 14 | PE-10 | S7 | 9+350 | 100% | - | - | - | 100% | 100% |
| 15 | PE-11 | S7 | 11+025 | 100% | - | - | - | 100% | 100% |
| 16 | PE-12 | S7 | 11+075 | 100% | - | - | - | 100% | 100% |
| 17 | PE-13 | S7 | 13+010 | 100% | - | - | - | 100% | 100% |
| 18 | PE-14 | S7 | 16+370 | 100% | - | - | - | 100% | 100% |
| 19 | PE-15 | S7 | 16+470 | 100% | - | - | - | 100% | 100% |
| 20 | P-11 | S7 | 18+743 | 100% | 100% | 100% | 100% | - | 100% |
| 21 | P-12 | S7 | 19+500 | 100% | 100% | 100% | 100% | - | 100% |
| 22 | P-13 | S7 | 19+910 | 100% | 75% | 42% | 27% | - | 0% |
| 23 | P-14 | S7 | 20+360 | 100% | 100% | 100% | 100% | - | 100% |
| 24 | P-15 | S7 | 20+800 | 100% | 100% | 100% | 100% | - | 100% |
| 25 | P-16 | S7 | 21+390 | 100% | 100% | 100% | 100% | - | 100% |
| 26 | P-17 | S7 | 21+700 | 100% | 100% | 100% | 100% | - | 100% |
| 27 | P-18 | S7 | 22+340 | 100% | 100% | 100% | 100% | - | 100% |
| 28 | P-19 | S7 | 22+710 | 100% | 100% | 100% | 100% | - | 100% |
| 29 | P-20 | S7 | 24+073 | 100% | 100% | 100% | 100% | - | 100% |
| 30 | P-21 | S7 | 25+316 | 100% | 100% | 100% | 100% | - | 100% |
| 31 | P-22 | S7 | 26+655 | 100% | 100% | 100% | 100% | - | 100% |
| 32 | P-23 | S7 | 27+085 | 100% | 100% | 100% | 100% | - | 100% |
| 33 | P-24 | S7 | 27+394 | 100% | 100% | 100% | 100% | - | 100% |
| 34 | P-25 | S7 | 28+000 | 100% | 56% | 40% | 13% | - | 0% |
| 35 | PR-15 | S7 | 18+840 | 100% | 100% | 100% | 100% | - | 100% |
| 36 | PE-16 | S7 | 18+960 | 100% | 100% | 100% | 100% | - | 100% |
| 37 | PE-17 | S7 | 19+040 | 100% | 100% | 100% | 100% | - | 100% |
| 38 | PE-18 | S7 | 19+120 | 100% | 100% | 100% | 100% | - | 100% |
| 39 | PE-19 | S7 | 19+200 | 100% | 100% | 100% | 100% | - | 100% |
| 40 | PE-20 | S7 | 19+700 | - | 100% | 100% | 100% | - | - |
| 41 | PE-21 | S7 | 19+800 | 100% | 100% | 100% | 100% | - | 0% |
| 42 | PE-22 | S7 | 20+265 | 100% | 100% | 100% | 100% | - | 100% |
| 43 | PE-23 | S7 | 20+435 | 100% | 100% | 100% | 100% | - | 100% |
| 44 | PE-24 | S7 | 20+495 | 100% | 100% | 100% | 100% | - | 100% |
| 45 | PR-25 | S7 | 21+600 | 100% | 86% | 96% | 95% | - | 0% |
| 46 | PE-26 | S7 | 21+760 | 100% | 100% | 100% | 100% | - | 100% |
| 47 | PE-27 | S7 | 22+650 | 100% | 100% | 100% | 100% | - | 100% |
| 48 | PE-28 | S7 | 22+800 | 100% | 100% | 100% | 100% | - | 100% |
| 49 | PE-29 | S7 | 22+850 | 100% | 100% | 100% | 100% | - | 100% |
| 50 | PR-30 | S7 | 23+932 | 100% | 100% | 100% | 100% | - | 100% |
| 51 | PE-31 | S7 | 25+500 | 100% | 100% | 100% | 100% | - | 100% |
| 52 | PE-32 | S7 | 25+600 | 100% | 100% | 100% | 100% | - | 100% |
| 53 | PE-33 | S7 | 25+700 | 100% | 100% | 100% | 100% | - | 100% |
| 54 | PE-34 | S7 | 27+185 | 100% | 100% | 100% | 100% | - | 100% |
| 55 | PE-35 | S7 | 27+250 | 100% | 100% | 100% | 100% | - | 100% |
| 56 | PR-36 | S7 | 27+888 | 100% | 100% | 100% | 100% | - | 100% |
3.4.3. Sekcja III 28+200 – 36+540
| | | | | Wykopy pod | Beton | | Beton | Konstrukcje stalowe z rur | Zasypka wraz z |
| Lp. | Obiekt | Droga | Lokalizacja | fundament | wyrównawczy | Zbrojenie | konstrukcyjny | karbowanych | zagęszczeniem |
| 54 | P-26 | S7 | 28+930 | 100% | 100% | 100% | 100% | - | 100% |
| 55 | P-27 | S7 | 30+677 | 100% | 100% | 100% | 100% | - | 100% |
| 56 | P-28 | S7 | 31+180 | 100% | 100% | 100% | 100% | - | 100% |
| 57 | P-29 | S7 | 31+740 | 100% | 100% | 100% | 100% | - | 100% |
| 58 | P-30 | S7 | 32+060 | 100% | 100% | 100% | 100% | - | 100% |
| 59 | P-31 | S7 | 32+660 | 100% | 100% | 100% | 100% | - | 100% |
| 60 | P-32 | S7 | 33+440 | 100% | 100% | 100% | 100% | - | 100% |
| 61 | P-33 | S7 | 34+385 | 100% | 100% | 100% | 100% | - | 100% |
| 62 | P-34 | S7 | 35+302 | 100% | 100% | 100% | 100% | - | 100% |
| 63 | P-35 | S7 | 35+494 | 100% | 100% | 100% | 100% | - | 100% |
| 64 | P-36 | DD25(B) | 0+423 | 0% | 0% | 0% | 0% | - | 0% |
| 65 | P-37 | DD24(B) | 0+227 | 0% | 0% | 0% | 0% | - | 0% |
| 66 | P-38 | DD24(B) | 0+000 | 100% | 100% | 100% | 100% | - | 0% |
| 89 | PE-37 | S7 | 28+810 | 100% | 100% | 100% | 100% | - | 100% |
| 90 | PE-38 | S7 | 28+860 | 100% | 100% | 100% | 100% | - | 100% |
| 91 | PE-39 | S7 | 29+000 | 100% | 100% | 100% | 100% | - | 100% |
| 92 | PE-40 | S7 | 29+070 | 100% | 100% | 100% | 100% | - | 100% |
| 93 | PE-41 | S7 | 29+150 | 100% | 100% | 100% | 100% | - | 100% |
| 94 | PE-42 | S7 | 31+039 | 100% | 100% | 100% | 100% | - | 100% |
| 95 | PE-43 | S7 | 31+120 | 100% | 100% | 100% | 100% | - | 100% |
| 96 | PE-44 | S7 | 32+900 | 100% | 100% | 100% | 100% | - | 100% |
| 97 | PE-45 | S7 | 33+000 | 100% | 100% | 100% | 100% | - | 100% |
| 98 | PE-46 | S7 | 33+100 | 100% | 100% | 100% | 100% | - | 100% |
| 99 | PE-47 | S7 | 34+300 | 100% | 100% | 100% | 100% | - | 100% |
| 100 | PE-48 | S7 | 34+465 | 100% | 100% | 100% | 100% | - | 100% |
| 101 | PE-49 | S7 | 34+900 | 100% | 100% | 100% | 100% | - | 100% |
| 102 | PE-50 | S7 | 34+980 | 100% | 100% | 100% | 100% | - | 100% |
Postęp robót mostowych
Graficzna prezentacja postępu robót mostowych >>>
