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index of the reports of the bridge and structures standards committee

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INDEX OF THE REPORTS OF THE BRIDGE AND<br />

STRUCTURES STANDARDS COMMITTEE<br />

782 St<strong>and</strong>ard drawings <strong>of</strong> precast RC Bridge Slabs <strong>of</strong> st<strong>and</strong>ard (0.61m to 6.10m)<br />

spans confirming to MMG Loading 1988.<br />

783 St<strong>and</strong>ard drawings <strong>of</strong> Precast RC ballastless Bridge Slabs <strong>of</strong> spans 0.61m <strong>and</strong><br />

0.915m confirming to MBG Loading 1987 <strong>and</strong> MMG Loading -1988.<br />

784 St<strong>and</strong>ard drawings <strong>of</strong> mass concrete gravity type piers <strong>of</strong> st<strong>and</strong>ard ( 6.1m to<br />

30.5m) Spans to MBG Loading-1987.<br />

785 St<strong>and</strong>ard drawings <strong>of</strong> mass concrete gravity type piers <strong>of</strong> st<strong>and</strong>ard (6.1m to<br />

30.5m) spans to MMG Loading-1988.<br />

786 St<strong>and</strong>ard design <strong>of</strong> 12.2m Prestressed Concrete (Post tensioned) I type girders<br />

to MBG loading-1987.<br />

787 Designs <strong>of</strong> 24.4m span Welded Plate girders to MBG Loading-1987.<br />

788 Design <strong>of</strong> 12.2m steel concrete composite welded girder to MBG loading 1987.<br />

789 Designs <strong>of</strong> 20.0m Span Welded Steel Concrete Composite girder to MBG<br />

Loading-1987.<br />

790 Combination <strong>of</strong> Longitudinal Forces (tractive <strong>and</strong> braking forces) <strong>and</strong> Seismic<br />

Forces.<br />

791 Amendment to para 5.0 "pipes" <strong>of</strong> table under sub clause 2.3.4.1 <strong>of</strong> Bridge<br />

Rules Regarding design live loads for pipe.<br />

792 Review <strong>of</strong> definition <strong>of</strong> important <strong>bridge</strong> as given in Engineering Code.<br />

793 amendment to clause 4.5 <strong>of</strong> IRS Concrete Bridge Code to incorporate <strong>the</strong> use <strong>of</strong><br />

admixtures in cement concrete for <strong>bridge</strong> works.<br />

794 Amendment to clause 6.6.4.8 <strong>of</strong> IRS Concrete Bridge Code to specify permissible<br />

stress in prestressed concrete members while considering seismic forces.<br />

795 Use <strong>of</strong> Portl<strong>and</strong> blast furnace slag cement.<br />

796 To consider survey <strong>and</strong> tabulation method for rating <strong>of</strong> masonry Arch <strong>bridge</strong>s.<br />

797 Amendment to clause 5.10 <strong>and</strong> 6.0 <strong>of</strong> Bridge Substructure <strong>and</strong> Foundation Code<br />

regarding buoyancy <strong>and</strong> foundation design criteria.<br />

798 Inspection <strong>of</strong> welded <strong>bridge</strong> girders.<br />

799 Amendment to clauses 2.8 <strong>and</strong> 3.4 <strong>of</strong> Bridge Rules.<br />

800 Amendment to clause 6.9.2.5 <strong>of</strong> IRS Concrete Bridge Code.<br />

801 Review <strong>of</strong> action on pending items <strong>of</strong> earlier BSC meetings.<br />

Informal-1 To review report <strong>of</strong> <strong>committee</strong> on numerical rating <strong>of</strong> Bridge on Indian Railways.<br />

Sixty-seventh Meeting -May, 1991<br />

802 Design <strong>of</strong> temporary arrangement for abutment permitting a speed <strong>of</strong> 30 kmph.<br />

803 Elastomeric bearings for welded plate girders.<br />

804 Design <strong>of</strong> 3.05m,3.66m <strong>and</strong> 4.57m precast pretensioned prestressed concrete<br />

<strong>bridge</strong> slabs to MBG Loading-1987.<br />

805 St<strong>and</strong>ard design <strong>of</strong> 18.3m prestressed concrete ( post tensioned) I type girders<br />

to MBG Loading-1987.<br />

806 Design <strong>of</strong> 12.2m span welded plate girder to MMG Loading-1988 suitable for all<br />

seismic zones.<br />

807 Design <strong>of</strong> 18.3m span welded plate girder to MMG Loading -1988 suitable for all<br />

seismic zones.<br />

808 Trolley refuges over ballasted deck type <strong>bridge</strong>s.<br />

809 Thickness <strong>of</strong> web in prestressed concrete post-tensioned girders.<br />

810 Water cement ratio in concrete for durability <strong>and</strong> workability.<br />

811 Provision <strong>of</strong> oil bath bearings for <strong>bridge</strong> girders.<br />

812 Review <strong>of</strong> action taken on pending items <strong>of</strong> earlier BSC meetings.<br />

813 Design <strong>of</strong> steel channel sleepers for <strong>bridge</strong>s.<br />

814 Provisional drawings <strong>of</strong> mass concrete abutments with M-15 grade <strong>of</strong> concrete<br />

<strong>of</strong> st<strong>and</strong>ard spans 6.1m to 30.5m to MBG Loading -1987.<br />

Informal-1 Quality <strong>of</strong> paints for painting <strong>of</strong> <strong>bridge</strong> girders.

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