RTA Bearings Inspection Photos

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Transcript of RTA Bearings Inspection Photos

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BRIDGE INSPECTIONPROCEDURE MANUAL

Bearings

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Elastomeric Bearing

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Bridge Inspection Procedure Manual - Condition State Photos

Bearing - 2  June 2007

Elastomeric Bearing BELA 

Element Description Units

BELA Elastomeric BearingThis element defines only those bearings that provide for rotation and/orlongitudinal and/or transverse movement by means of elastomericmaterial.and includes rubber strip bearing pads. 

Ea of

bearing

For each of the condition states, report the estimated quantity in each.

Condition state descriptions

ConditionState

Description

1 The element shows minimal deterioration. Shear deformations are correct for existingtemperatures.

2 Minor cracking, splitting or other deterioration may be present. Shear deformation maybe slightly excessive. Minor misalignment or lateral movement may be present.Strength and/or serviceability are not affected. Dowels may be slightly corroded.

3 Significant cracking, splitting or bulging may be present. Moderate misalignment orlateral movement may be present. Dowels may be severely corroded.

4 Advanced deterioration. Shear deformations may be excessive. Top and bottomsurfaces may not be parallel. Significant misalignment or lateral movement may bepresent. Loss of bearing function may be imminent. Dowels may be missing, distortedor severely corroded.

Key Areas to inspect for any deterioration signs:

1. Bearing location in relation to support pads.2. Condition of bearing and support pads.

Rating Guidance Notes:

The bearing rating includes the rating of the bearing pads and any supporting headstock as well as anyassociated dowels.Minor movement defined as still on bearing pad.Moderate movement defined as starting to come off mortar pad.Significant movement defined as already off the mortar pad.

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Bridge Inspection Procedure Manual - Condition State Photos

June 2007 Bearing - 3 

Elastomeric Bearing BELA

Condition State 1The element shows minimal deterioration. Shear deformations are correct for existing temperatures. 

Elastomeric bearings in good condition

Elastomeric bearing in good condition. General cleaning required.

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Bridge Inspection Procedure Manual - Condition State Photos

Bearing - 4  June 2007

Elastomeric Bearing BELA

Condition State 2Minor cracking, splitting or other deterioration may be present. Shear deformation may be slightlyexcessive. Minor misalignment or lateral movement may be present. Strength and/or serviceability arenot affected. Dowels may be slightly corroded. 

Minor cracking and splitting.

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Bridge Inspection Procedure Manual - Condition State Photos

June 2007 Bearing - 5 

Elastomeric Bearing BELA

Condition State 3Significant cracking, splitting or bulging may be present. Moderate misalignment or lateral movementmay be present. Dowels may be severely corroded. 

Significant splitting and bulging of bearing pads.

Significant splitting and bulging of bearing pads.

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Bridge Inspection Procedure Manual - Condition State Photos

Bearing - 6  June 2007

Elastomeric Bearing BELA

Condition State 3Significant cracking, splitting or bulging may be present. Moderate misalignment or lateral movementmay be present. Dowels may be severely corroded. 

Significant bulging of bearing pad.

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Bridge Inspection Procedure Manual - Condition State Photos

June 2007 Bearing - 7 

Elastomeric Bearing BELA

Condition State 4Advanced deterioration. Shear deformations may be excessive. Top and bottom surfaces may not beparallel. Significant misalignment or lateral movement may be present. Loss of bearing function may beimminent. Dowels may be missing, distorted or severely corroded. 

Elastomeric bearing showing excessive shear deformation.

Elastomeric strip bearing slipping out in a skewed PPLNK bridge.

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Bridge Inspection Procedure Manual - Condition State Photos

Bearing - 8  June 2007

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Bridge Inspection Procedure Manual - Condition State Photos

June 2007 Bearing - 9 

Metal Bearings

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Bridge Inspection Procedure Manual - Condition State Photos

Bearing - 10  June 2007

Metal Bearings BEXP, BFIX 

Element Description Units

BEXP Metal Expansion Bearing (Roller, sliding, etc)This element defines only those metal bridge bearings that provide forrotation and longitudinal and/or transverse movement by means of metalroller, rocker or sliding mechanisms but not including pot bearings.

Ea of

bearing

BFIX Metal Fixed BearingThis element defines only those metal bridge bearings that provide forrotation movement only but not including pot bearings. 

Ea of

bearing 

For each of the condition states, report the estimated quantity in each.

Condition state descriptions

ConditionState

Description

1 The element shows minimal deterioration. If a protective coating system is present, itis sound and functioning as intended to protect the metal. Vertical and horizontalalignment is within limits. Bearing support member is sound. Any lubrication system isfunctioning properly.

2 There may be some surface corrosion with no pitting. Debris buildup is affectingbearing movement. Bearing alignment is still tolerable. The lubrication system, if any,may have failed.

3 There may be some corrosion with minor pitting. The assemblies may have movedenough to cause minor cracking or spalling in the supporting concrete. Debris buildupis affecting bearing movement. Bearing alignment is at or near limits.

4 Corrosion is advanced. There may be loss of section of the supporting membersufficient to warrant supplemental supports or load restrictions. Bearing alignment maybe beyond tolerable limits. Shear keys may have failed. The bearing assembly mayhave frozen

Key Areas to inspect for any deterioration signs:

1. Bearing location in relation to support pads2. Condition of bearing and support pads

Rating Guidance Notes:

The bearing rating includes the rating of the bearing pads and any supporting headstock as well as anyassociated dowelsMinor movement defined as still on bearing padModerate movement defined as starting to come off mortar padSignificant movement defined as already off the mortar pad.

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Bridge Inspection Procedure Manual - Condition State Photos

Bearing - 12  June 2007

Metal Bearings BEXP, BFIX

Condition State 2There may be some surface corrosion with no pitting. Debris buildup is affecting bearing movement.Bearing alignment is still tolerable. The lubrication system, if any, may have failed. 

Signs of corrosion at the edges of interface.

Signs of surface corrosion.

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Bridge Inspection Procedure Manual - Condition State Photos

June 2007 Bearing - 13 

Metal Bearings BEXP, BFIX

Condition State 2There may be some surface corrosion with no pitting. Debris buildup is affecting bearing movement.Bearing alignment is still tolerable. The lubrication system, if any, may have failed. 

Surface corrosion of the bearing.

Surface corrosion and some accumulation material at the interface.

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Bridge Inspection Procedure Manual - Condition State Photos

Bearing - 14  June 2007

Metal Bearings BEXP, BFIX

Condition State 3There may be some corrosion with minor pitting. The assemblies may have moved enough to causeminor cracking or spalling in the supporting concrete. Debris buildup is affecting bearing movement.Bearing alignment is at or near limits. 

Corrosion of the base plate with minor pitting.

Significant buildup of debris.

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Bridge Inspection Procedure Manual - Condition State Photos

June 2007 Bearing - 15 

Metal Bearings BEXP, BFIX

Condition State 4Corrosion is advanced. There may be loss of section of the supporting member sufficient to warrantsupplemental supports or load restrictions. Bearing alignment may be beyond tolerable limits. Shearkeys may have failed. The bearing assembly may have frozen. 

Significant loss of support under the bearing.

Significant loss of support under the bearing.

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Bridge Inspection Procedure Manual - Condition State Photos

Bearing - 16  June 2007

Metal Bearings BEXP, BFIX

Condition State 4Corrosion is advanced. There may be loss of section of the supporting member sufficient to warrantsupplemental supports or load restrictions. Bearing alignment may be beyond tolerable limits. Shearkeys may have failed. The bearing assembly may have frozen. 

Advanced corrosion of the base plate.

Significant corrosion with pitting.

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Bridge Inspection Procedure Manual - Condition State Photos

June 2007 Bearing - 17 

Enclosed/Concealed Bearings 

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Bridge Inspection Procedure Manual - Condition State Photos

Bearing - 18  June 2007

Enclosed/Concealed Bearings BENC 

Element Description Units

BENC Enclosed/Concealed BearingsThe element defines only those bridge bearings that are enclosed so theyare not open for detailed inspection. This includes pot bearings but doesnot hidden elastomeric or other type of bearings 

ea of

bearing

For each of the condition states, report the estimated quantity in each.

Condition state descriptions

ConditionState

Description

1 The element shows no deterioration. There are no vertical or horizontal offsets. Thereis no cracking of support members. The support member is stable under traffic.

2 Both vertical and horizontal offsets are within the capability of the bearings and are notyet significant. The supported member may exhibit minimal vertical movement undertraffic. There may be minor cracking or spalling of support members. There may beinsignificant reduction of bearing due to superstructure shortening.

3 There may be minor leakage of rubber. There may be significant spalling or cracking ofthe support members. There may be significant reduction of bearing due tosuperstructure shortening.

4 There may be considerable leakage of rubber. Vertical and/or horizontal offsets aresignificant indicating bearing failures. There may be significant vertical movementunder traffic. Support members may have failed.

Key Areas to inspect for any deterioration signs:

1. Bearing location in relation to support pads2. Condition of bearing and support pads3. Close inspection for extrusion of elastomer

Rating Guidance Notes:The potential for catastrophic failure due to reduction of bearing capacity because of prestress shorteningshould be considered when rating this element.

The bearing rating includes the rating of the bearing pads and any supporting headstock as well as anyassociated dowels

Minor movement defined as still on bearing padModerate movement defined as starting to come off mortar padSignificant movement defined as already off the mortar pad.

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Bridge Inspection Procedure Manual - Condition State Photos

June 2007 Bearing - 19 

Enclosed/Concealed Bearings BENC

Condition State 1The element shows no deterioration. There are no vertical or horizontal offsets. There is no cracking ofsupport members. The support member is stable under traffic. 

Enclosed bearing in good condition.

Enclosed bearing in good condition.

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Bridge Inspection Procedure Manual - Condition State Photos

Bearing - 20  June 2007

Enclosed/Concealed Bearings BENC

Condition State 2Both vertical and horizontal offsets are within the capability of the bearings and are not yet significant.The supported member may exhibit minimal vertical movement under traffic. There may be minorcracking or spalling of support members. There may be insignificant reduction of bearing due tosuperstructure shortening. 

Loose studs on the top plate.

Enclosed bearing with surface corrosion.

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Bridge Inspection Procedure Manual - Condition State Photos

June 2007 Bearing - 21 

Enclosed/Concealed Bearings BENC

Condition State 3

There may be minor leakage of rubber. There may be significant spalling or cracking of the supportmembers. There may be significant reduction of bearing due to superstructure shortening.

Minor leakage of rubber.

Moderate leakage of rubber.

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Bridge Inspection Procedure Manual - Condition State Photos

Bearing - 22  June 2007

Enclosed/Concealed Bearings BENC

Condition State 3

There may be minor leakage of rubber. There may be significant spalling or cracking of the supportmembers. There may be significant reduction of bearing due to superstructure shortening.

Bearings have reached their extension limit with possibility of further deck movement.

Broken seal.

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Bridge Inspection Procedure Manual - Condition State Photos

June 2007 Bearing - 23 

Enclosed/Concealed Bearings BENC

Condition State 4There may be considerable leakage of rubber. Vertical and/or horizontal offsets are significant indicatingbearing failures. There may be significant vertical movement under traffic. Support members may havefailed.

Excessive damage to the guide/shear key and significant leakage of rubber.

Excessive gap at the concrete bearing interface indicating rotational limits of the bearings may have been

reached.

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Bridge Inspection Procedure Manual - Condition State Photos

Enclosed/Concealed Bearings BENC

Condition State 4There may be considerable leakage of rubber. Vertical and/or horizontal offsets are significant indicatingbearing failures. There may be significant vertical movement under traffic. Support members may havefailed.

Significant leakage of rubber.