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BRIDGES AND
TUNNELS OF
ALLEGHENY COUNTY,
PENNSYLVANIA

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Article Index

HAER
Smithfield Street Bridge, Pittsburgh, PA

01 Cover Page

02 Foreword

03 Ferries

04 Monongahela
   Bridge 1818

05 Monongahela
   Bridge and
   Fire

06 John Roebling

07 Suspension
   Bridge 1846

08 Table of
   Quantities

09 Suspension
   Bridge Demise

10 Lindenthal
   Recruited

11 Smithfield St
   Bridge 1881

12 Masonry

13 Super-
   structure

14 Channel
   Spans

15 Quality
   of Steel

16 Plate Girder
   Spans

17 Removal
   of Old and
   Erection of
   New Bridge

18 Flooring

19 Ornamental
   Towers and
   Painting

20 Loads and
   Unit Strains

21 Table of
   Quantities

22 Alterations

23 Footnotes

Smithfield Street Bridge, Pittsburgh, PA
Historic American Engineering Record PA-2
page 8

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Table of Quantities (Suspension Bridge)

Length of bridge between abutments . . . 1500 feet

Number of spans . . . 8

Average width of spans from centre to centre . . . 188 feet

Diameter of cables . . . 4-1/2 inches

Number of wires in each . . . 750

Weight of superstructure of one span, as far as supported by cables . . . 70 tons

Tension of cables resulting from it . . . 122 tons

Weight of four six horse teams, loaded with 104 bushels of coal each . . . 28 tons

Tension resulting from it when at rest . . . 48 tons

Weight of 100 head of cattle at 800 lbs . . . 40 tons

Tension resulting from it when at rest . . . 70 tons

Aggregate weight of one span as far as supported by the cables, plus 100 cattle at rest . . . 110 tons

Tension resulting from it . . . 192 tons

Ultimate strength of two cables . . . 860 tons

Section of anchor chains . . . 26 inches

Section of pendulums . . . 63 inches

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14 : 15 : 16 : 17 : 18 : 19 : 20 : 21 : 22 : 23



Introduction

Last modified on 30-Sep-99
Design format: copyright 1997-1999 Bruce S. Cridlebaugh
HAER Text: James D. Van Trump, 1974