Features of 1.24-mi section of Virginia route U S 301; design based on 30,000-lb maximum axle loading and 2300 traffic count; four different roadbeds designed depending on local aggregates; top layer consisted of sand asphalt 1 1/2 in. thick; illustrated description of work and mechanical equipment.
How Virginia highway was rebuilt for heavier traffic
Roads Streets
Roads and Streets ; 96 , n 1
1953
6 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
C.P.R. bridges rebuilt for heavier traffic
Engineering Index Backfile | 1932
Springfield-Holyoke road rebuilt as divided highway
Engineering Index Backfile | 1944
Gulf Coast road being rebuilt as dual highway
Engineering Index Backfile | 1940
Long causeway rebuilt under traffic
Engineering Index Backfile | 1953
Elevated railway rebuilt -- Without stopping traffic
Engineering Index Backfile | 1917