WebCL 625 Ont. Truck as per CHBDC; Deck Surface. Min. 51mm (2 ins.) of asphalt at curbs sloping up to a 142 mm crown at centerline. Bridge Finish. All major components galvanized to AASHTO M111 – ASTM A123; All bolts are hot-dip galvanized; All pins are electro galvanized; Bridge Erection. Crane assisted launch method; Bridge Design WebCHBDC specifies the CL-625 truck load model (Figure 2 a) as the minimum requirements for live loads that need to be considered for design and evaluation of highway bridges that are intended to be ...
The buildingSMART Canada BIM Strategy - Canadian Society …
WebDesigned for Low Volume Roads - CL-625 Ontario Truck Design - CHBDC CAN / CSA-S6-14; Design meets the 2008 MNRF Crown Land Bridge Management Guidelines; Bridge Post Pockets meet the requirements of the MTO TL-1 barrier system; Certified for use on low volume roads as detailed in the 2016 MTO “Exceptions to the CHBDC; CSA S6-14, for … WebCHBDC of 2000, 2006 and 2014 adopted the charts developed by Bakht et al. (1983) ... Results showed that axles 2 and 3 of the truck produced the greatest V y for spans ranging from 15 to 25 m and that V y. for CL-625-ONT truck was greater than that produced by CL-625 truck. As such, it was decided to use CL-625-ONT truck to conduct the ... gold standard corporation
CL 625 - Truck Loading Road Surface Concrete
http://lessardwelding.com/bridges-municipal.php WebJan 1, 2007 · The present paper describes a practical method for analysing and estimating the remaining fatigue life of a ‘cut-short’ web stiffener detail widely used in highway steel box girder bridges constructed in Ontario, Canada between 1960 and the early 1980s. The paper also discusses the design used to repair steel box bridges fabricated with this … gold standard countries