Postęp robót drogowych:
Obecnie na wszystkich odcinkach od km 0+000 do km 36+540 trwają następujące roboty drogowe:
- wykonanie wykopów: 0+000 - 0+300, 1+200 - 1+250, 3+100 - 3+500, 3+600 - 3+800, 4+100 - 4+500, 4+500 - 4+800, 7+500 - 8+450, WPPD Rondo, DW 526, DP1181N; 26+040-26+200; DG WD-20 0+240-0+370;
- zdjęcie mechaniczne warstwy humusu z pasa drogowego: DD1, WPPD Rondo, DW 526;
- wykonanie nasypów: 0+450 - 0+650, 1+400 - 1+600, 2+800 - 3+100, 3+800 - 3+900, 4+100
- 4+400, 4+900 - 5+150, 5+150 - 5+250, 6+600 - 7+025, 7+800 - 8+300, WPPD Ł3, DW 526; 8+583-9+000; 12+400-12+475; 15+880-15+960; 16+500-18+600; 18+700-19+700; 20+27020+500; 20+750-20+875; 21+275-21+600; 21+605-21+675; 22+400-22+500; 22+625-22+675; 24+000-24+100; 25+300-25+800; 26+975-27+250; WMł:Ł2 0+200-0+300; WMr:Ł3 0+0000+300; DK7 0+760-0+860; DK7 11+400-11+840; DG WD-20 0+080-0+165; DD7 0+489 0+600;
- wykonanie nasypów w ramach wymiany gruntów: DG WD-20 0+240-0+370;
- profilowanie i zagęszczanie podłoża: 26+100-26+330; 28+100-28+250; DG 148016N 0+4800+515;
- ułożenie geotkaniny: 3+800 - 3+900, 6+700 - 6+800; 21+275-21+425; 21+605-21+675; 22+400-22+490; 26+990-27+135; DK7 12+920-13+120; DD7 0+489-0+600;
- warstwa mrozoochronna: 0+000 - 0+450, 2+800 - 3+300, 4+750 - 4+900, 4+950 - 5+150, 6+025 - 6+625, 7+550 - 8+480, DW 526; 12+650-12+750; 13+700-15+000; 15+700-15+830; 16+150-16+495; 23+000-23+700; DG 148014N 0+025-0+302; DG WD-20 0+000-0+480;
- podbudowa z kruszywa łamanego stabilizowanego mechanicznie: 0+000 - 0+450, 2+800 -3+300, 6+025 - 6+625, 7+550 - 8+480, DW 527; 13+700-15+830;
- ulepszone podłoże z gruntu stabilizowanego cementem: 4+775 - 4+900, 5+250 - 5+300, 7+500 - 8+480; 20+100-20+330; 22+620-22+760; 26+100-26+330; 28+095-28+250;
- podbudowa z betonu asfaltowego: 2+800 - 3+300, 6+000 - 6+600, 7+530 - 8+583; 9+70010+500; 13+695-15+830;
- warstwa wiążąca z betonu asfaltowego: 2+800 - 3+300, 7+260 - 8+583; 9+700-10+500; 13+680-15+830;
- ścieki betonowe trójkątne: 7+200 - 8+583
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 wykonania przepustów:
3.4.1 Sekcja I
| 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 | P-6.1 | S7 | 8+795 | | - | - | - | - | - |
| 12 | P-6.2 | DD7(A) | 0+679 | - | - | - | - | - | - |
| 13 | P-7.1 | S7 | 9+101 | - | - | - | - | - | - |
| 14 | P-7.2 | DD7(A) | 0+991 | - | - | - | - | - | - |
| 15 | P-8.1 | S7 | 12+431 | - | - | - | - | - | - |
| 16 | P-8.2 | DK7 | 11+844 | - | - | - | - | - | - |
| 17 | P-9.1 | S7 | 12+928 | - | - | - | - | - | - |
| 18 | P-9.2 | DD8(A) | 0+573 | - | - | - | - | - | - |
| 19 | P-10.1 | S7 | 13+101 | - | - | - | - | - | - |
| 20 | P-10.2 | DD8(A) | 0+746 | - | - | - | - | - | - |
| 21 | P-DD5 | DD5(A) | 2+023 | - | - | - | - | - | - |
| 22 | PE-1 | S7 | 1+770 | 100% | - | - | - | 100% | 100% |
| 23 | PE-1.1 | DK7 | 0+872 | 100% | - | - | - | 0% | 0% |
| 24 | PE-2 | S7 | 1+840 | 100% | - | - | - | 100% | 100% |
| 25 | PE-2.1 | DK7 | 0+943 | 0% | - | - | - | 0% | 0% |
| 26 | PE-3 | S7 | 5+140 | 100% | - | - | - | 100% | 100% |
| 27 | PE-4 | S7 | 8+440 | 100% | - | - | - | 100% | 100% |
| 28 | PE-5 | S7 | 8+480 | 100% | - | - | - | 100% | 100% |
| 29 | PE-6 | S7 | 8+520 | 100% | - | - | - | 100% | 100% |
3.4.2. Sekcja II
| 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% | 0% | 0% | - | 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% | 79% | 78% | - | 100% |
| 26 | P-17 | S7 | 21+700 | 100% | 78% | 64% | 43% | - | 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% | 0% | 0% | 0% | - | 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
| Lp. | Obiekt | Droga | Lokalizacja | Wykopy pod fundament | Beton wyrównawczy | Zbrojenie | Beton konstrukcyjny | Konstrukcje stalowe z rur karbowanych | Zasypka wraz z 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% | 80% | | 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% |
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Postęp robót mostowych
Graficzna prezentacja postępu robót mostowych >>>
