Pre-Cast Concrete Barrier Wall Requirements in British Columbia
In British Columbia, F-shape barriers, constant slope barriers, and vertical face barriers are all allowed types of pre-cast concrete barrier systems. Currently, Jersey shape barrier is not permitted unless previously installed as a part of an older road project and properly maintained. Each of the permitted types of pre-cast concrete barrier walls must meet stringent requirements and must be originally manufactured by an approved distributer.Below are the distributors who make pre-cast concrete barrier walls that meet British Columbia’s requirements:
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continue - Coast Range Concrete Ltd.
- Grosso Precast DBA Northern Vac Services
- Kemp Concrete Products
- Kon Kast Products (2005) Ltd.
- Skeena Concrete Products Ltd.
- Tri-Kon Precast Concrete Products Ltd.
- Eagle West Truck & Crane Inc.
- Surespan Structures
- The quality of concrete needs to conform to CSA Standard CAN3-A23.1-M.
- Concrete strength must be 30 MPa, with no individual cylinder less than 27 MPa.
- Concrete testing cylinders need to be cast by precast suppliers or by an authorized supplier representative at the time the concrete is placed.
- Calcium chloride or any mixtures that contain calcium chloride must not be used, as they may compromise the quality of the concrete.
- The minimum cement content of concrete should be 320 kg per cubic meter.
- The maximum water/cement ratio should be: 0.45.
- The course aggregate of a nominal maximum size should not exceed 28 mm.
- There should be a slump of 50 mm ± 20 mm.
- Welded steel and mesh reinforcements should be installed according to details in BC Ministry of Transportation’s SS 412.
- Fibrillated fibers may be used as a substitute for welded wire mesh. However, they need to meet ASTM C 1116 Type 3 requirements.
- Fibers should be a minimum of 50 mm in length, added at a dosage rate of 1kg/m3.
- Fibers should be mixed with concrete before it is placed into forms.
- Fibers should have a minimum tensile strength of 350 MPa in addition to a minimum modulus elasticity of 4.2 GPa.
- All suppliers of fibers should furnish proof that they meet ASTM C 1018 or ASTM C 1399 requirements.
- Reinforcing steel used in bent or hooked connections should be CSA CAN3-G40.21-M Grade 260W.
- Pick-up points for handling units should be made with rigid PVC pipe, recessed 15mm.
- Concrete should be placed in forms according to CSA CAN3-A23.4-M, Clause 19 standards.
- Curing and protection should be done according to CSA CAN3-A23.4-M, Clause 21 standards.
- Exposed surfaces should be uniform in color/texture. Formwork should possess well-maintained steel.
- Patching must be authorized. The area in need of repair needs to be saturated with water and patched up with cement paste filled with mortar.
- All end connection surfaces should be cleared out.
- End connections must be compatible with the particular type of barrier wall being used.