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General Information

Name in local language: Viaducto de La Jarosa
Completion: 1963
Status: in use

Project Type

Location

Location: , ,
Address: AP-6
Coordinates: 40° 40' 18.47" N    4° 6' 37.13" W
Show coordinates on a map

Technical Information

Dimensions

total length 326.50 m
span lengths 9 x 36.50 m
number of spans 9
girders number 6
Initial construction
roadway / carriageway width 10.25 m
deck deck width 12.55 m
deck slab thickness 0.20 m
girder depth 2.00 m
Widening
deck deck width 15.00 m

Materials

piers reinforced concrete
deck slab reinforced concrete
abutments reinforced concrete
girders precast prestressed concrete

Widening and Pier Head Strengthening Project

In order to widen the deck of the La Jarosa Viaduct to conform to current motorway norms, the piers needed to be strengthened as well as the concrete in the pier heads had dangerous levels of corrosion which would have been worsened by adding more live loads. To remove bending action on the existing pier heads, new hammerhead slabs were added to either face of the existing ones connected by diaphragms from above within the width of the pier shafts, creating only compression on the existing pier heads.

The widening included the complete removal of the existing deck slab. Out of the existing six evenly spaced precast girders, only the inner four ones were retained. The outer girders were removed and replaced by new precast girders placed further out to accommodate the larger width. Using precast slabs as formwork, an entirely new deck slab was then cast on top of all the girders.

Participants

Widening
Client
Design
Technical advisor to the client
Construction engineers
Contractor
Precastor
Prestressing

Relevant Web Sites

There currently are no relevant websites listed.

Relevant Publications

  • About this
    data sheet
  • Structure-ID
    20076040
  • Published on:
    03/10/2018
  • Last updated on:
    03/10/2018
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