Figure 2.4-1 is shown as a NCHRP-350 TL-1 barrier which has been used on low-volume roads in the United States. As far as I can tell, there is no MTO standard detail for this type of barrier.
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It's implied that Figure 10.2.2 is taken from SS110-5 and matching the Oregon Side Mounted Thrie-Beam Bridge Railing. Figure 10.2.2. shows a height from top of driving surface to top of post of 715mm. SS110-6 shows a different post height of 808mm.
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CSA S6-25 has modified minimum stirrup and tie bend diameters. For bars with a yield strength of 500 MPa or greater the bend diameter is now 5db instead of 4db previously. This creates inconsistencies between CSA S6-25 and SSD 112.0001 for bend diameters shown.
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Figure 2.4-1 is shown as a…
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Structural Manual v61
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It's implied that Figure 10…
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Structural Manual v61
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506
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CSA S6-25 has modified…
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Structural Manual v61
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