Expert assessment of docks and other berths in Mohammedia MOROCCO at the 9 Portd of Morocco

Expert assessment study

Parts above water: Verification of the condition of dock equipment. Surveys of dock walls by mobile topographic 3D laser scanner
Submerged parts: Multibeam bathymetric surveys on 50 ml width. Inspection of condition of foundations, dock coping beams and other berthing structures. Review the condition of the coping beam, sidings, for location of degradation:
− AGADIR : 734 ml of dock at -10.50 and -8 m/zh −
AL HOCEIMA : 320 ml of dock -7 m/zh −
CASABLANCA : 2 x 100 T bridges at -8.50 m/zh and 2,940 ml of dock between -9.00 and -112.00 m.zh −
DAKHLA : 560 ml of dock at -8.00 and -6.00 m/zh −
JORF LASFAR : 1,020 ml of dock between -5.00 and -12.50 m/zh 3 dolphins Ø 15 m at -15.60 m/zh. 6 caissons forming wall and fenders of 130 ml at -15.60 m/zh −
LAAYOUNE : 3 docks for a linear 940 ml at 6.15 m/zh −
MOHAMMEDIA : Oil terminal at -17.00 m/zh: Bridge on piles (274 x 8 ml), Platform on piles (23 x 74 ml), 18 dolphins, 5 concrete caissons Inland port terminal at -6.00 and -6.70 m/zh: 365 ml of dock −
NADOR : 1,830 ml of dock between -7.00 and -10.85 m/zh −
SAFI : 1,020 ml of dock between 8.50 and -12 m/zh