Postęp robót drogowych:
Obecnie na wszystkich odcinkach od km 0+000 do km 36+540 trwają następujące roboty drogowe:
- wykonanie wykopów: 0+020 - 0+600, 3+100 - 3+700, 4+500 - 4+900, 7+500 - 7+900, DK7 0+900 - 1+100, DP 1181N 0+400 - 0+700, 8+725-10+500; 15+800-15+830; MOP II, 32+450-32+625(rowy), 36+045-36+540
- zdjęcie mechaniczne warstwy humusu z pasa drogowego: DK7 0+000 - 2+800,
- wykonanie nasypów: 4+800 - 5+300, 6+025 - 7+020, WPPD Ł2, Ł3 i Ł4, DK7 0+900 -1+100, 0+150 - 0+200, 2+850 - 2+975, DP 1181N 0+400 - 0+700, 9+700-10+500; 12+32512+356; 12+381-12+550; 12+800-13+100; 15+890-16+000; 16+070-16+120; 20+270-20+500; 20+750-20+875; 21+275-21+600; 22+400-22+500; 22+625-22+750; 23+925-24+100; 25+30025+800; 26+575-26+750; 26+990-27+150; 27+200-27+250; 27+850-27+975; WMł:Ł1 0+160-0+300; WMł:Ł3 0+000-0+400; WMr:Ł3 0+260-0+400; WMr:Ł2 0+000-0+100; DG:Ł2 0+075-0+183; DK7 0+760-0+900; DD7 0+475-0+500; MOP III, MOP IV
- wykonanie nasypów w ramach wymiany gruntów: MOP II, MOP IV
- profilowanie i zagęszczanie podłoża: 28+100-28+270;
- wzmocnienie podłoża gruntowego metodą kolumn CMC i BMC: DK7 0+900 - 1+100, 22+700-22+860; DD12 1+920-2+060;
- ułożenie geotkaniny: 2+800 - 2+975, 4+900 - 5+200, 6+700 - 7+000, 16+100-16+120; 15+800-15+830; 21+275-21+425; 24+000-24+100; 26+990-27+135; 27+850-27+950; DD7 0+475-0+500;
- warstwa mrozoochronna: 0+150 - 0+450, 1+400 - 1+800, 2+800 - 3+300, 3+600 - 3+800, 4+050 - 4+450, 7+800 - 8+480, DP1181N 0+400 - 0+700, 9+700-10+504; 14+700-15+830; 18+650-18+870; 20+950-21+200; 22+900-23+905; 25+795-26+040; 26+750-26+940; 27+25027+475; DW519 0+320-0+420; DD14 0+00-1+760, MOP IV, DD16 1+300-1+522, DP 1188N 0+000- 0+150
- podbudowa z kruszywa łamanego stabilizowanego mechanicznie: 1+380 - 1+960, 4+050 -4+450, 7+550 - 8+480, DK7 5+270 - 5+800, DP1181N 0+400 - 0+700; 9+700-10+500; 13+445-13+695; 18+650-18+870; 27+250-27+800; DW519 0+320-0+420; 36+040-36+540, DD17 0+000-0+450
- ulepszone podłoże z gruntu stabilizowanego cementem: 0+150 - 0+450, 2+800 - 3+300, 3+600 - 3+800, 7+500 - 7+800; 12+600-12+770; 13+700-14+390; 14+800-15+830; 20+49520+755; 20+870-20+955; 21+750-22+150; 22+750-22+900; DP148016N 0+080-0+240; DD7 0+490-0+650; MOP IV
- podbudowa z betonu asfaltowego: 1+380 - 1+960, 4+050 - 4+450, 7+550 - 8+460; 8+58310+500; 10+523-10+700; 13+445-13+695; 18+600-18+890; 27+260-27+805; DW519 0+3200+420; 35+220-35+580 J.P, 34+200-34+250
- warstwa wiążąca z betonu asfaltowego: 1+380 - 1+960, 4+050 - 4+450; 8+583-9+700; 10+523-10+700; 13+400-13+680; 18+600-19+740; 24+650-24+750; 27+300-27+800; DW519 0+320-0+420; 35+080-35+580 J.P.
- umocnienie skarp i pasa dzielącego przez humusowanie: DK7 11+840-12+140;
- ścieki betonowe trójkątne: 0+000 - 5+400; 34+300-35+600
- bariery ochronne stalowe: 10+699-12+227 P; 10+895-11+878 L; 10+750-12+171 oś;
Graficzna prezentacja postępu robót
Odcinek I 0+000 – 8+583
Odcinek II 8+583 – 28+270
Odcinek III 28+270 – 36+540
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Postęp robót branżowych:
Postęp wykonania przepustów:
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% | 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% | 80% |
| 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 | 0% | - | - | - | - | - |
| 12 | P-6.2 | DD7(A) | 0+679 | 0% | - | - | - | - | - |
| 13 | P-7.1 | S7 | 9+101 | 0% | - | - | - | - | - |
| 14 | P-7.2 | DD7(A) | 0+991 | 0% | - | - | - | - | - |
| 15 | P-8.1 | S7 | 12+431 | 0% | - | - | - | - | - |
| 16 | P-8.2 | DK7 | 11+844 | 0% | - | - | - | - | - |
| 17 | P-9.1 | S7 | 12+928 | 0% | - | - | - | - | - |
| 18 | P-9.2 | DD8(A) | 0+573 | 0% | - | - | - | - | - |
| 19 | P-10.1 | S7 | 13+101 | 0% | - | - | - | - | - |
| 20 | P-10.2 | DD8(A) | 0+746 | 0% | - | - | - | - | - |
| 21 | P-DD5 | DD5(A) | 2+023 | 0% | - | - | - | - | - |
| 22 | PE-1 | S7 | 1+770 | 100% | - | - | - | 100% | 100% |
| 23 | PE-1.1 | DK7 | 0+872 | 0% | - | - | - | 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% |
Sekcja II
| Lp. | Obiekt | Droga | Lokalizacja | Wykopy pod fundament | Beton wyrównawczy | Zbrojenie | Beton konstrukcyjny | Konstrukcje stalowe z rur karbowanych | Zasypka wraz z zagęszczeniem |
| 11 | P-6.1 | S7 | 8+795 | 100% | - | 100% | 100% | 100% | 100% |
| 12 | P-6.2 | DD7(A) | 0+679 | 100% | - | - | - | 100% | 100% |
| 13 | P-7.1 | S7 | 9+101 | 100% | - | - | - | 100% | 100% |
| 14 | P-7.2 | DD7(A) | 0+991 | 100% | - | - | - | 100% | 100% |
| 15 | P-8.1 | S7 | 12+431 | 58% | - | - | - | 53% | 53% |
| 16 | P-8.2 | DK7 | 11+844 | 100% | - | - | - | 100% | 100% |
| 17 | P-9.1 | S7 | 12+928 | 100% | - | 100% | 100% | 100% | 100% |
| 18 | P-9.2 | DD8(A) | 0+573 | 100% | - | - | - | 100% | 100% |
| 19 | P-10.1 | S7 | 13+101 | 100% | - | 100% | 100% | 100% | 100% |
| 20 | P-10.2 | DD8(A) | 0+746 | 100% | - | - | - | 100% | 100% |
| 30 | PE-7 | S7 | 8+720 | 100% | - | - | - | 100% | 100% |
| 31 | PE-8 | S7 | 8+850 | 100% | - | - | - | 100% | 100% |
| 32 | PE-9 | S7 | 9+250 | 100% | - | - | - | 100% | 100% |
| 33 | PE-10 | S7 | 9+350 | 100% | - | - | - | 100% | 100% |
| 34 | PE-11 | S7 | 11+025 | 100% | - | - | - | 100% | 100% |
| 35 | PE-12 | S7 | 11+075 | 100% | - | - | - | 100% | 100% |
| 36 | PE-13 | S7 | 13+010 | 100% | - | - | - | 100% | 100% |
| 37 | PE-14 | S7 | 16+370 | 100% | - | - | - | 100% | 100% |
| 38 | PE-15 | S7 | 16+470 | 100% | - | - | - | 100% | 100% |
| 39 | P-11 | S7 | 18+743 | 100% | 100% | 100% | 100% | - | 100% |
| 40 | P-12 | S7 | 19+500 | 100% | 100% | 100% | 100% | - | 100% |
| 41 | P-13 | S7 | 19+910 | 0% | 0% | 0% | 0% | - | 0% |
| 42 | P-14 | S7 | 20+360 | 100% | 100% | 100% | 100% | - | 63% |
| 43 | P-15 | S7 | 20+800 | 100% | 100% | 100% | 85% | - | 0% |
| 44 | P-16 | S7 | 21+390 | 100% | 100% | 79% | 78% | - | 100% |
| 45 | P-17 | S7 | 21+700 | 100% | 78% | 30% | 28% | - | 100% |
| 46 | P-18 | S7 | 22+340 | 100% | 100% | 100% | 100% | - | 100% |
| 47 | P-19 | S7 | 22+710 | 100% | 100% | 100% | 100% | - | 100% |
| 48 | P-20 | S7 | 24+073 | 100% | 100% | 100% | 100% | - | 100% |
| 49 | P-21 | S7 | 25+316 | 100% | 100% | 100% | 100% | - | 100% |
| 50 | P-22 | S7 | 26+655 | 100% | 100% | 100% | 100% | - | 100% |
| 51 | P-23 | S7 | 27+085 | 100% | 100% | 100% | 100% | - | 100% |
| 52 | P-24 | S7 | 27+394 | 100% | 100% | 100% | 100% | - | 100% |
| 53 | P-25 | S7 | 28+000 | 0% | 0% | 0% | 0% | - | 0% |
| 67 | PR-15 | S7 | 18+840 | 100% | 100% | 100% | 100% | - | 100% |
| 68 | PE-16 | S7 | 18+960 | 100% | 100% | 100% | 100% | - | 100% |
| 69 | PE-17 | S7 | 19+040 | 100% | 100% | 100% | 100% | - | 100% |
| 70 | PE-18 | S7 | 19+120 | 100% | 100% | 100% | 100% | - | 100% |
| 71 | PE-19 | S7 | 19+200 | 100% | 100% | 100% | 100% | - | 100% |
| 72 | PE-20 | S7 | 19+700 | - | 100% | 100% | 100% | - | - |
| 73 | PE-21 | S7 | 19+800 | 100% | 100% | 94% | 96% | - | 0% |
| 74 | PE-22 | S7 | 20+265 | 100% | 100% | 100% | 100% | - | 100% |
| 75 | PE-23 | S7 | 20+435 | 100% | 100% | 100% | 100% | - | 100% |
| 76 | PE-24 | S7 | 20+495 | 100% | 100% | 100% | 100% | - | 100% |
| 77 | PR-25 | S7 | 21+600 | 100% | 86% | 96% | 95% | - | 0% |
| 78 | PE-26 | S7 | 21+760 | 100% | 100% | 100% | 100% | - | 100% |
| 79 | PE-27 | S7 | 22+650 | 100% | 100% | 100% | 100% | - | 100% |
| 80 | PE-28 | S7 | 22+800 | 100% | 100% | 100% | 100% | - | 100% |
| 81 | PE-29 | S7 | 22+850 | 100% | 100% | 100% | 100% | - | 100% |
| 82 | PR-30 | S7 | 23+932 | 100% | 100% | 100% | 100% | - | 100% |
| 83 | PE-31 | S7 | 25+500 | 100% | 100% | 100% | 100% | - | 100% |
| 84 | PE-32 | S7 | 25+600 | 100% | 100% | 100% | 100% | - | 100% |
| 85 | PE-33 | S7 | 25+700 | 100% | 100% | 100% | 100% | - | 100% |
| 86 | PE-34 | S7 | 27+185 | 100% | 100% | 100% | 100% | - | 100% |
| 87 | PE-35 | S7 | 27+250 | 100% | 100% | 100% | 100% | - | 100% |
| 88 | PR-36 | S7 | 27+888 | 100% | 100% | 100% | 100% | - | 100% |
Sekcja III
| Lp. | Obiekt | Droga | Lokalizacja | Wykopy pod fundament | Beton wyrównawczy | Zbrojenie | Beton konstrukcyjny | Konstrukcje stalowe z rur karbowanych | Zasypka wraz z zagęszczenie m |
| 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 | 0% | 0% | 0% | 0% | - | 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 >>>
Wpisany przez Administrator | 
