A platform for research: civil engineering, architecture and urbanism
Bridge crossing San Miguel creek and branches, in Department of Rocha, Uruguay
First section, 144 m in 7 spans; second section, 52 m in 3 spans; connecting fill 328 m long, entire work being 328 m long; each bridge span is of reinforced concrete, first section on piles driven to clayey sand; second section on piles driven to solid rock; all spans are Gerber truss.
Bridge crossing San Miguel creek and branches, in Department of Rocha, Uruguay
First section, 144 m in 7 spans; second section, 52 m in 3 spans; connecting fill 328 m long, entire work being 328 m long; each bridge span is of reinforced concrete, first section on piles driven to clayey sand; second section on piles driven to solid rock; all spans are Gerber truss.
Bridge crossing San Miguel creek and branches, in Department of Rocha, Uruguay
Puente sobre el Arroyo San Miguel
Norbis, M.C. (author)
1947
2 pages
Article (Journal)
Spanish
© Metadata Copyright Elsevier B. V. All rights reserved.
Bridge crossing Rocha Creek on Route 9
Engineering Index Backfile | 1943
|Sewer Crossing of Creek with Bridge Widening
British Library Conference Proceedings | 1996
|Length-weight relationships of 14 coastal fish species from Punta del Diablo (Rocha, Uruguay)
British Library Online Contents | 2012
|Failure of the San Miguel Bridge
Engineering Index Backfile | 1892
Paulo Mendes da Rocha Casa Mendes da Rocha Butanta, Sao Paulo, Brasile
British Library Online Contents | 2006