Client: |
NATIONAL COMPANY "STRATEGIC INFRASTRUCTURE PROJECTS" |
Architecture: |
PARTERSHIP COMPANY "VIA PLAN - AMBERG" SOFIA |
Main contractor: |
CONSORTIUM "STRUMA - LOT 3.3" |
Design: |
Structures |
Main structural material: |
cast in place reinforced concrete |
UNDERPASS 1 - at km. 400+220 |
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Characteristics: |
- non retaining open excavation with slopes; |
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- single span rigid box-type frame; |
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- clear span distance - 9 m; |
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- clear height of structure - 6 m; |
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- 2 equal blocks, separated by expansion joint; |
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- total length of the facility - 30,3 m; |
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- highway traffic above the roof slab; |
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- trapezoidal retaining walls at both ends of the facility; |
UNDERPASS 2 - at km. 402+140 |
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Characteristics: |
- non retaining open excavation with slopes; |
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- single span rigid box-type frame; |
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- clear span distance - 9 m; |
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- clear height of structure - 6,3 m; |
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- 2 different blocks, separated by expansion joint; |
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- total length of the facility - 36,6 m; |
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- highway traffic above the roof slab; |
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- trapezoidal retaining walls at both ends of the facility; |
UNDERPASS 3 - at km. 404+474 |
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Characteristics: |
- non retaining open excavation with slopes; |
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- single span rigid box-type frame; |
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- clear span distance - 9 m; |
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- clear height of structure - 6,7 m; |
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- 2 equal blocks, separated by expansion joint; |
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- total length of the facility - 30,3 m; |
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- highway traffic above the roof slab; |
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- trapezoidal retaining walls at both ends of the facility; |
UNDERPASS 4 - at km. 406+125 |
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Characteristics: |
- non retaining open excavation with slopes; |
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- single span rigid box-type frame; |
|
- clear span distance - 9 m; |
|
- clear height of structure - 6,3 m; |
|
- 2 equal blocks, separated by expansion joint; |
|
- total length of the facility - 36,7 m; |
|
- highway traffic above the roof slab; |
|
- trapezoidal retaining walls at both ends of the facility; |
CANTILEVER WALLS from km. 412+840 to km. 413+051 |
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Characteristics: |
- 6 different types with various lengths and heights; |
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- horizontal footings with inclined stems; |
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- angle of inclination toward the back fill - 20÷30˚; |
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- flat and smooth front face; |
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- stepped variation in heights of different types of walls; |
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- waterproof expansion joints at every 20 m; |
Phase/stage: |
under construction |