B555 - GUIDE RAIL END TREATMENT - ECCENTRIC LOADER TERMINAL SYSTEM
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DETAIL ESTIMATING ECCENTRIC LOADER
B555 - GUIDE RAIL END TREATMENT - ECCENTRIC LOADER
TERMINAL SYSTEM - OPSS 555
555.1 GENERAL
The Eccentric Loader Terminal (ELT) System is a non-proprietary guide rail end
terminal used mainly as an approach end terminal for steel beam guide rail. It is also
used in a standard transition from 3-cable guide rail to steel beam guide rail.
Do not use ELTs with new installations of steel beam guide rail on roads with posted
speed limits equal to or greater than 70 km/h. However, this restriction does not apply to
the ‘Steel Beam With Eccentric Loader to 3-Cable’ transition treatment.
555.2 REFERENCES
Roadside Safety Manual
Highway Design Bulletin 2004-001
Highway Design Bulletin 2005-001
Highway Design Bulletin 2006-001
555.3 TENDER ITEMS
Eccentric Loader Terminal System
555.4 SPECIFICATIONS
The requirements for the ELT are contained in OPSS 555.
555.5 SPECIAL PROVISIONS
Refer to Chapter “E” of this Manual to review the applicable standard special
provisions.
555.6 STANDARD DRAWINGS
Applicable Standard Drawings are contained in the 900 series of the Ontario Provincial
Standard Drawings.
November 2008 Pg. 1 of 3 B555
DETAIL ESTIMATING ECCENTRIC LOADER
555.7 DESIGN
The granular base and earth or rock slopes for the roadway shall be widened to
accommodate the flare of the terminal in accordance with the minimum dimensions
detailed in the appropriate Ontario Provincial Standard Drawing (OPSD).
Where the roadway is being widened for installation of the terminal, ensure that
drainage requirements are properly addressed.
555.8 COMPUTATION
This is a Plan Quantity Payment item.
The quantity is based on each completed installation.
The unit of measurement for Eccentric Loader is each complete installation.
555.9 DOCUMENTATION
Enter each ELT installation as a separate line entry under a single column heading on
the "Quantities Miscellaneous" sheet showing the station at the back end (i.e. Post #6) of
the ELT and location, left or right of centreline. Total the column and transfer the tender
total to the tender document.
Show locations of ELTs on the contract drawings with the Ontario Provincial Standard
Drawing (OPSD) number shown adjacent to the symbol.
Show the location of the embankment widening in the contract drawings (see section
B206-1, "Earth Excavation (Grading)" for more information). Also, show embankment
widening on cross-sections. Payment for all grading shall be made under appropriate
grading items.
Contracts where ELT posts and/or other underground hardware will require excavation
of rock shall be noted in the Q-sheets, as stated in CDED B552-2 (Steel Beam Guide
Rail) and Highway Design Bulletin 2006-001.
When connecting adjacent Steel Beam Guide Rail to a concrete barrier or structure
or applying “Steel Beam Installation – Entrances and Intersecting Roadways”, only
the 7.62m long ELT installation is documented under the ELT tender item.
Components not included in the ELT are documented under Steel Beam Guide Rail
tender items (see CDED B552-2).
November 2008 Pg. 2 of 3 B555
DETAIL ESTIMATING ECCENTRIC LOADER
555.9.1 Documentation Accuracy
Record stations to the nearest whole metre and indicate left or right side of road. The
quantity is the number of units required.
Offsets are specified on the OPSD and therefore are not to be shown on the quantity
sheet.
November 2008 Pg. 3 of 3 B555
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