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New Concrete Bridge Design

Layout - To Confirm Bridge Abutment Positions & Exposed Pipes Levels

 Bridge Span

Dwg No:
MEC-4/2011

Download Details

  • Jointly measured on Site by BDA & Contractor's Site Staff.
  • Perpendicular distances SL, SR, NL, NR, Bridge Span.
  • Include TOP Reduced Levels of Exposed Pipelines (under bridge @ middle and both outer edges of bridge)
  • These data will be used to site position and verify elevation levels

Issued 09/Feb 2011, MEC Engineers, "Revised Bridge Layout".

For Technical Support Contact Us


30.60M SPAN CONCRETE BRIDGE DRAWINGS

These Drawings are Last Updated on 6 July 2011. Revised Drawings will be updated and superceded as and when required.

Data in Brief:

  • Span = 30.60 Metres bearing to bearing
  • Main Girders = I-17 Precast Post-Tensioned Concrete Beams, two tendons
  • Deck = 225mm Concrete Slab, normally reinforced, ortho and skewed

To Download please go to your download page below

  1. MEC70-Q-2.1 BRIDGEWORKS 2.1 PLAN VIEW
  2. MEC70-Q-3.1 BRIDGEWORKS 3.1 PLAN GENERAL ARRANGEMENT
  3. MEC70-Q-4.1 BRIDGEWORKS 4.1 CROSS-SECTION A-A
  4. MEC70-Q-5.1 BRIDGEWORKS 5.1 SECTION B-B & C-C
  5. MEC70-Q-6.1 BRIDGEWORKS 6.1. I-17 GENERAL ARRANGEMENTS
  6. MEC70-Q-7.1 BRIDGEWORKS 7.1 I-17 REINFORCEMENT DETAILS
  7. MEC70-Q-8.1- BRIDGEWORKS 8.1, I-17 POST-TENSIONING DETAILS
  8. MEC70-Q-9-BRIDGEWORKS 9, BEARING PAD DETAIL
  9. MEC70-Q-10.1-BRIDGEWORKS 10.1, DIAPHRAGM BEAM DETAILS
  10. MEC70-Q-10A.1 BRIDGEWORKS 10A.1  DECK SLAB DETAILS 1
  11. MEC70-Q-10A.2 BRIDGEWORKS 10A.2  DECK SLAB DETAILS 2
  12. MEC70-Q-11.1-BRIDGEWORKS 11.1, ABUTMENT & WINGWALL DETAILS
  13. MEC70-Q-12.1-BRIDGEWORKS 12.1-PARAPET DETAILS

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Authur- Philip Goh (B.Sc, MIEM, P.Eng. MICE, C.Eng) MEC Engineers, Civil & Structural Engineer HP: 016-8672189, Email: Widget: email cloaker