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COPYRIGHT © AREMA 2008 of 421 TUNNELS. COPYRIGHT © AREMA 2008 of 422 General Tunnel Inspections present unique challenges Track Time Sensitive Good lighting.

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Presentation on theme: "COPYRIGHT © AREMA 2008 of 421 TUNNELS. COPYRIGHT © AREMA 2008 of 422 General Tunnel Inspections present unique challenges Track Time Sensitive Good lighting."— Presentation transcript:

1 COPYRIGHT © AREMA 2008 of 421 TUNNELS

2 COPYRIGHT © AREMA 2008 of 422 General Tunnel Inspections present unique challenges Track Time Sensitive Good lighting source required Various types of Tunnels and –Construction Materials Conditions found may warrant Expert Evaluation of structure

3 COPYRIGHT © AREMA 2008 of 423 SAFETY Confined / Enclosed Space Fumes from motorized Inspection Vehicle Adequate Lighting Walking Hazards- Wet / Ice Wildlife

4 COPYRIGHT © AREMA 2008 of 424 External Environment Note areas over & around Portals Vegetation Ground Water Adjacent Slopes Rock Slopes

5 COPYRIGHT © AREMA 2008 of 425 Internal Environment Natural Gas Pockets / Ground Water Conduits for Utilities / Fiber Optics Cut-Outs for Inspectors Drainage Pumps

6 COPYRIGHT © AREMA 2008 of 426 Vegetation Adjacent Slopes

7 COPYRIGHT © AREMA 2008 of 427 Rock Slopes

8 COPYRIGHT © AREMA 2008 of 428 Portals (Tunnel Inspection) Openings at each end of Tunnel Headwalls / Wingwalls Concrete/Stone/Timber/Natural Rock –Height of Headwall / Wingwalls –Stability / Structural Integrity Lateral movement / water seepage –Note Condition / Deficiency Timber Decay / Concrete Cracks,Deterioration

9 COPYRIGHT © AREMA 2008 of 429 Headwalls(date)/Wingwalls

10 COPYRIGHT © AREMA 2008 of 4210 Natural Rock Portal

11 COPYRIGHT © AREMA 2008 of 4211 Drains in Wall

12 COPYRIGHT © AREMA 2008 of 4212 Tunnel Shaft Fundamental Tunnel Structure –Detailed Inspection Notes Thru Tunnel –Permanent Stationing Makers Thru Tunnel Various Types of Construction or Combination of Types of Construction -Natural Rock

13 COPYRIGHT © AREMA 2008 of 4213 Natural Rock

14 COPYRIGHT © AREMA 2008 of 4214 Natural Rock-Anchor Bolts

15 COPYRIGHT © AREMA 2008 of 4215 Timber & Steel Sets Timber Posts on Sides of Tunnel with Timber cut at angles to form Arch Timber Mud Sills on Stone or Concrete Spacing of Timber Sets determined by stability of the surrounding material Steel Sets are fabricated similar to the Timber Sets construction with Steel Beams

16 COPYRIGHT © AREMA 2008 of 4216 Original Construction

17 COPYRIGHT © AREMA 2008 of 4217 Timber Portal /Shed

18 COPYRIGHT © AREMA 2008 of 4218 Steel Set / Lagging

19 COPYRIGHT © AREMA 2008 of 4219 Steel Set / Lagging

20 COPYRIGHT © AREMA 2008 of 4220 Lagging / Cribbing Lagging-Timber or Steel placed horizontally between Timber or Steel Sets Lagging can fully line the tunnel or support only unstable areas Cribbing/Packing: Material Placed behind Lagging or Liner to fill void between lagging and failed material.

21 COPYRIGHT © AREMA 2008 of 4221 Cribbing Behind Liner

22 COPYRIGHT © AREMA 2008 of 4222 Concrete / Masonry Reinforced Concrete Walls / Arch Masonry Walls / Arch ( Brick, Stone)

23 COPYRIGHT © AREMA 2008 of 4223 Concrete Lined Tunnel

24 COPYRIGHT © AREMA 2008 of 4224 Brick Lined Tunnel

25 COPYRIGHT © AREMA 2008 of 4225 Steel Lining Corrugated Steel Ribbed Tunnel Liner Plates

26 COPYRIGHT © AREMA 2008 of 4226 Tunnel Floor Natural Ground when Tunnel was cut Struts below ballast to each side of Tunnel Reinforced Concrete

27 COPYRIGHT © AREMA 2008 of 4227 Problems / Conditions Natural / Exposed Material –Cracks, Openings, Movement –New pieces of Rock on floor –Loose Rock Bolts, Anchors

28 COPYRIGHT © AREMA 2008 of 4228 Material on Tunnel Floor

29 COPYRIGHT © AREMA 2008 of 4229 Loose Rock Bolts

30 COPYRIGHT © AREMA 2008 of 4230 Problems / Conditions Timber Sets / Lining –Decay; Sound and/or Drill for voids –Bottom Sill; Bearing Area, Crushing, Bulging –Joints, Gaps, Alignment –Bolts, Drift Pins

31 COPYRIGHT © AREMA 2008 of 4231 Problems / Conditions Steel Sets / Lining –Benchwall: Anchors, Corrosion –Columns / Struts: Corrosion, Section Loss, Buckling / Alignment –Bulging in Walls / Arch

32 COPYRIGHT © AREMA 2008 of 4232 Failed Steel Liner

33 COPYRIGHT © AREMA 2008 of 4233 Problems / Conditions Lagging: Timber, Steel –Decay, Corrosion, Section loss –Openings at Seams / Joints, Bulging –Ground or Failures behind lagging

34 COPYRIGHT © AREMA 2008 of 4234 Problems / Conditions Concrete / Masonry Lining –New Cracks, Spalling, Bulging –Movement at Construction Joints –Water Seeping, weep holes –Brick / Concrete on floor –Movement, Hinging at Spring Line –Bulging of Walls and Arch –Benchwall / Footer

35 COPYRIGHT © AREMA 2008 of 4235 Failed Concrete Liner

36 COPYRIGHT © AREMA 2008 of 4236 Problems / Conditions Tunnel Floor / Roadbed –Track Surface –Muddy / Pumping / Fouled Ballast –Drainage Ditches / Culverts Train Impacts / Clearance –Signs of Impacts –Verify Dimensions- Top/Rail & Centerline Track

37 COPYRIGHT © AREMA 2008 of 4237 Impact Damage

38 COPYRIGHT © AREMA 2008 of 4238 Tunnel Inspection Checklist PORTALS –Soil / Rock Stability –Condition of Headwall and Wingwalls –Drainage behind Headwall and Wingwalls –Surface Drainage

39 COPYRIGHT © AREMA 2008 of 4239 Tunnel Inspection Checklist SHAFT –Clearances-Bulges in Ceilings / Walls –Fractured or Scaling Stone –Condition of Rock Bolts and Anchors –Condition of Timber/ Steel Sets /Lagging

40 COPYRIGHT © AREMA 2008 of 4240 Tunnel Inspection Checklist SHAFT –Condition of Concrete / Masonry Lining Bulges Cracks Tuckpointing Surface voids

41 COPYRIGHT © AREMA 2008 of 4241 Tunnel Inspection Checklist SHAFT –Tunnel Floor Debris on floor indicating problems Buckling or heave Fouled Ballast Drainage Water / Ice accumulation

42 COPYRIGHT © AREMA 2008 of 4242 EMERGENCY If the bridge inspector encounters a tunnel condition that affects the safe operations of trains in, or near the tunnel, contact the railroad dispatcher and responsible authority to stop any trains and arrange for immediate repairs. Criteria for limits of acceptable/tolerable conditions must be provided by the Railroad Owner or their designated engineer based on the principles of acceptable rating contained in the appropriate chapter of the AREMA Manual for Railway Engineering


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