TRIAL ROAD SLIPS ON CONCRETE COAT

Details are given of the first trial length of continuously reinforced concrete overlay constructed in Great Britain on a stretch of the A3 trunk road near the Hampshire town of horndean. The trial section, 1600 M long, was split into two. Half the length was given a 130 mm thick overlay and a 110 mm thick layer was put on the other half. Content of deformed reinforcement fabric was 0,6 and 0,7 per cent respectively. Concrete for the overlay had a maximum 20 mm aggregate. A compaction factor of 0,88 plus or minus 0,03 was specified equivalent to approximately 25 mm slump. A Gunter and Zimmerman slip former was used. The 1600 M of 9 M carriageway was laid in six days. The maximum length laid in one day was 400 M. Concrete cylinders were taken to test the concrete's tensile strength. (TRRL)

  • Availability:
  • Corporate Authors:

    IPC Building and Contract Journals Limited

    Surrey House, 1 Throwley Way
    Sutton, Surrey SM1 4QQ,   England 
  • Authors:
    • Heywood, P
  • Publication Date: 1979-10-4

Media Info

  • Features: Photos;
  • Pagination: p. 40-41
  • Serial:
    • CONTRACT JOURNAL
    • Volume: 291
    • Issue Number: 5222
    • Publisher: Reed Business Information, Limited
    • ISSN: 0010-7859

Subject/Index Terms

Filing Info

  • Accession Number: 00309028
  • Record Type: Publication
  • Source Agency: Transport Research Laboratory
  • Files: ITRD, TRIS
  • Created Date: Jun 26 1980 12:00AM