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Oscar Moreno Asenjo, CEng. MICE
                 ®
             PMP
   Chief Resident Engineer (Highway). November 2011 – June 2012
   Control and monitoring:
     4.3 km motorway.
     8 viaducts.
     Partial cloverleaf interchange.
Viaduct construction
Cranes lifting concrete beams
Asphalt mixtures spread, Viaduct pillars
Load test
    Project Manager (Perm-way works). July 2007 – November 2009
   Implementation of the following activities:
     Earth Movement: 550.000 m3.
     Double track using Iberian gauge with a total length of 27.500m.
     Track ballast spread (167.000 m3), placement of sleepers “MR” and
       “PR”, placement of track, securing, heavy tamper, welding and rail
       de-stress.
     Installing a total of 28 crossovers and railroad switches.
Ballast spread, final link
Final link, unloading tracks
Levelling, switch detail
Rail yard
Crossover detail, work train
Station rail yard
   Construction Manager. December 2005 – June 2007
   Typology of the tunnels (Cut & Cover, total length of 3.600 m):
     Concrete pile walls (diameters from 800 to 1500, depth up to 22m). In
      total 120.000 ml were performed.
     Upper slab on supporting heads and lower reinforced slab.
     Shotcreting of pile walls.


   Typology of the bridges:
     Pk 0+500, Single steel box girder bridge of 96m length, central span
      48m.
     Pergola pk 6+100, two openings of 14 and 12 beams of 21m length
      each beam.
     4 curved post-tensioned slabs of 1,20m at the edge y 27 m of length.
     Footbridge between Pozuelo and the University of Somosaguas.
Bored piles
Pile walls
Steel box girder bridge
Pergola over motorway
Curved post-tensioned slabs
Finished project
   Site Manager. June 2004 – November 2005
   Work’s description:
     Drainage system of 370 m length with a stretch of 135 m jackable and
       diameter of 2500mm.
     Three connecting chambers.
     Roundabout renovation.
     Overflow and sand trap chambers
Launch shaft
Pipe jacking in progress
Pipe jacking in progress
Pipe jacking in progress
Pipe trench and roundabout
Roundabout renovation
   Construction Manager. May 2002 – May 2004
   Typology of the bridges:
     Foundations: footings over drive piles or on land.
     Circular pillars of 1,5m diameter with height up to 15 m.
     Superstructure formed by pre-fabricated beams and solid slab
     Two of the bridges are extensions of the existing ones at the San Pedro
      Sula highway – Puerto Cortés
Driven Piles for Gabriela Bridge
Channel flowing
Channel flowing

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My projects CEng MICE

  • 1. Oscar Moreno Asenjo, CEng. MICE ® PMP
  • 2. Chief Resident Engineer (Highway). November 2011 – June 2012  Control and monitoring:  4.3 km motorway.  8 viaducts.  Partial cloverleaf interchange.
  • 5. Asphalt mixtures spread, Viaduct pillars
  • 7. Project Manager (Perm-way works). July 2007 – November 2009  Implementation of the following activities:  Earth Movement: 550.000 m3.  Double track using Iberian gauge with a total length of 27.500m.  Track ballast spread (167.000 m3), placement of sleepers “MR” and “PR”, placement of track, securing, heavy tamper, welding and rail de-stress.  Installing a total of 28 crossovers and railroad switches.
  • 14. Construction Manager. December 2005 – June 2007  Typology of the tunnels (Cut & Cover, total length of 3.600 m):  Concrete pile walls (diameters from 800 to 1500, depth up to 22m). In total 120.000 ml were performed.  Upper slab on supporting heads and lower reinforced slab.  Shotcreting of pile walls.  Typology of the bridges:  Pk 0+500, Single steel box girder bridge of 96m length, central span 48m.  Pergola pk 6+100, two openings of 14 and 12 beams of 21m length each beam.  4 curved post-tensioned slabs of 1,20m at the edge y 27 m of length.  Footbridge between Pozuelo and the University of Somosaguas.
  • 21. Site Manager. June 2004 – November 2005  Work’s description:  Drainage system of 370 m length with a stretch of 135 m jackable and diameter of 2500mm.  Three connecting chambers.  Roundabout renovation.  Overflow and sand trap chambers
  • 23. Pipe jacking in progress
  • 24. Pipe jacking in progress
  • 25. Pipe jacking in progress
  • 26. Pipe trench and roundabout
  • 28. Construction Manager. May 2002 – May 2004  Typology of the bridges:  Foundations: footings over drive piles or on land.  Circular pillars of 1,5m diameter with height up to 15 m.  Superstructure formed by pre-fabricated beams and solid slab  Two of the bridges are extensions of the existing ones at the San Pedro Sula highway – Puerto Cortés
  • 29. Driven Piles for Gabriela Bridge