Badanie VSS przez TPA – km 0+000 DP 1740BPodłoże stabilizowane spoiwem – najazd na WD-75 strona lewaUłożona geotkanina materaca – km 29+430 – 29+470Badanie VSS przez TPA – km 0+150 DP 1740BPodłoże najazdu – najazd na WD-75 strona prawaZagęszczanie warstwy nasypu – km 29+540 – 29+600Wykonana warstwa stabilizowana spoiwem – km 29+600 – 29+700Formowanie warstwy nasypu z gruntu stabilizowanego spoiwemZagęszczanie podbudowy – DG 108754B – najazd na WD-83 strona prawaFormowanie warstwy nasypu – DG 1547/1 – najazd na WD-85 strona prawaZasypki przy obiekcie PZGd-86Zaawansowanie robót przy WD-87Widok na PZGdZakładanie przepustu – DG 108758B – najazd na WD-87 strona prawaRoboty rozbiórkowe – DP 1751B – najazd na WD-90 strona prawaProfilowanie podłoża – km 35+250 – 35+350Zasypka przepustu – km 35+450 strona prawaBetonowanie elementów wpustu – km 35+400 strona lewaRoboty na zbiorniku – ZR-10 km 38+150 strona prawasmartRoboty wykopowe – km 40+450 Badanie warstwy mrozoochronnej przez TPAZaawansowanie robót WD-90Formowanie podbudowy pomocniczej – km 36+500 – 37+100
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