HYDRAULIC CONCRETE FOR BRIDGES
HYDRAULIC CONCRETE FOR BRIDGES
This was a discussion held through the internet in 2012.
Hydrophobic impregnation and painting should be scheduled to re-application. Of course the mix design will be most crucial. Life 365 is not the best software for such prediction. Typical mix design is
Cement (Kgr/m3) 320
Water /CB 0.40
Silica Fume (Kgr/m3) 25 (i.e. SikaFume HR)
Max. Aggregate (25mm) (Kgr/m3) 310
Medium Aggregate (10-13mm) (Kgr/m3) 501
Fine Aggregate (4-8mm) (Kgr/m3) 257
Sand ( down to US Sieve 50) 740
Crystal Growth System (Kgr/m3) 2.7 (i.e. Penetron Admix)
Slump (mm) 100-135
HRWR (Kgr/m3) 4.8 (i.e. SIKA Sikament 240, BASF Glenium 3400 NV)
Predicted Total Charge Passed (Coulombs)
AASTHO T277 514-600
Predicted Water Permeability (cm/sec) ASTM D5084 6.57-7.54 x 10-11
Predicted Sealing Resistance Rating ASTM C672 1
Predicted Compressive Strength 7 days (MPa) 29.2-31.4
Predicted Compressive Strength 28 days (MPa) 41.8-43.2
Estimated Final Temperature (oC) 29.2
Estimated Concrete Density (kg/m3) 2325
Estimated Effective Water to Binder Ratio 0.431
Estimated Time To Critical Attack 30mm cover (years) 56
Estimated Time To Critical Attack 50mm cover (years) 112.7
Posted by Chris Rodopoulos
NOTE: ON THIS BRIDGE THEY USED STAINLESS STEEL REINFORCING BARS.(TO EXTEND THE LIFE OF THE REBAR)
MY SUGGESTION IS TO CONNECT “ALL” METALS TO A SACRIFICE ANODE AND KEEP CONTROL OVER IT,
SEAL THE CONCRETE WITH CLEAR EPOXY SEALER (*)AND THEN INSTALL A RUBBERIZED ASPHALT ON TOP
OF THE CONCRETE, THESE COATS WILL PROTECT FROM HUMIDITY INSIDE THE CONCRETE. IN MY EXPERIENCE I HAVE CONSTRUCTED 17 FERROCEMENT BOATS ( 45’ TO 80’) AND WE HAVE USED NORMAL REBAR OR GALVANIZED REBAR AND INCLUDED ON THE WATER FOR THE CONCRETE MIX A
CALCIUM HIPOCLORITE MIX TO INHIBIT THE REACTION OF THE WATER WITH THE REBAR.
IF USING NORMAL STEEL REBAR, IT CAN BE COATED WITH "ARMATEC" FROM SIKA
(*) The concrete sealer must be applied after the 28 day concrete cure
Also if there is going to be ice present don’t forget “air inclusive agent”
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