OCTOBER 2020

Sunday, October 4, 2020 – Saturday, October 10, 2020
(Phase 3 Activity):
  • Forming the backside of the proposed barrier on the south wingwall south bridge and the north wingwall at the ramp C bridge.

  • Installation of the epoxy reinforcing steel for the proposed half section curb barrier on the proposed south wingwall, south bridge and the north wingwall at the ramp C bridge.

  • Preparation of deck surface.

  • Installation of epoxy coated reinforcing steel for the proposed half face jersey barriers on the east approach slab, south bridge off the bridge at the west side of the south bridge.  

  • ‘Touch-Up’ painting of the pedestrian railing between piers 7 to 8.

  • Placement of latex modified concrete (LMC) overlay and deck repair at span 13.

  • Placement of lightweight concrete for the proposed curb barrier on the south bridge, east approach and on the south bridge, south wingwall

  • Installation of downspout in spans 7, 9 and 10.

  • Installation of railings, surface preparation and underside repair.

  • Installation of the neoprene strip seals at piers 10 and 11.

  • Setting up the overhead sign structures.

  • Installation of historic and pedestrian railings and touch up paint.

  • Installation of strip seal of downspout in spans 9, 10, and 11.

  • Placement for the proposed deck slabs in spans 14 and 15 at the ramp C bridge.

  • Stripping and removing the curing protection from the latex modified concrete (LMC) in spans 14 and 15 at the south bridge.

  • Removal and repositioned the screed machine from the south bridge, to the ramp C bridge in spans 14 and 15.

  • Hand chipping and removing the remaining existing latex modified concrete (LMC) at the toe of the new bridge curb in spans 14 and 15.

Sunday, September 27, 2020 – Saturday, October 3, 2020
(Phase 3 Activity):
  • Installation of CIP downspouts in spans 4, 5, 6 and 7, at the north and south bridges.

  • Placement of lightweight concrete for strip seal joints at piers 13 and 14, at the south bridge.

  • Filling historic railing pockets at spans 11 and 12, at the south bridge.

  • Prepping deck surface, railing installations and approach slab reconstruction was continued.

  • Grading the subgrade material and forming the proposed sleeper slab for the east approach slab at the south bridge.

  • Assembling and fabricating the epoxy rebar cage for the proposed sleeper slab at the east approach, at the south bridge.

  • Replacement of the strip seal joint in span 15, at the south bridge.

  • Completion of the formwork for the proposed sleeper slab, at the east approach slab, at the south bridge.

  • Installation of the epoxy coated rebars for the sidewalk.

  • Flame cutting and removing the existing armor joint at the east abutment at the south bridge.

  • Installation of historic railing, deck preparation, grooving deck surface and forming the approach slab.

  • Installation of neoprene seal and slab epoxy coated rebars.

  • Prepping the east approach slab, at the south bridge.

  • Backfilling and compacting along the sides of the sleeper slab.

  • Installation of the proposed neoprene strip seal in the proposed strip seal joints at piers 7 and 8, at the south bridge.

  • Installation of the epoxy coated reinforcing steel for the proposed east approach slab, at the south bridge.

  • Drilling at the mechanical deck grooving operation on the new deck slabs on the south bridge between spans 3 and 5.

  • Painting the jacking angles and bolts at pier 6, at the south bridge.

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