DMRB VOLUME 2 SECTION 3 PART 4 - BD 47/99 - WATERPROOFING ... · BD 47/99 Waterproofing and...

August 1999

DESIGN MANUAL FOR ROADS AND BRIDGES

VOLUME 2 HIGHWAY STRUCTURES:DESIGN (SUBSTRUCTURES ANDSPECIAL STRUCTURES),MATERIALS

SECTION 3 MATERIALS ANDCOMPONENTS

PART 4

BD 47/99

WATERPROOFING AND SURFACING OFCONCRETE BRIDGE DECKS

SUMMARY

This Standard gives the requirements for the designmaterials and workmanship for the waterproofing andsurfacing of the concrete decks of highway bridges andis to be read in conjunction with the Specification forHighway Works. It supersedes BD 47/94.

INSTRUCTIONS FOR USE

1. Remove BD 47/94 from Volume 2, Section 3,Part 4 of the DMRB, which is superseded byBD 47/99, and archive as appropriate.

2. Insert BD 47/99 into Volume 2, Sections 3,Part 4.

3. Archive this sheet at appropriate.

Note: A quarterly index with a full set of VolumeContents Pages is available separately from TheStationery Office Ltd.

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BD 47/99

Waterproofing and Surfacingof Concrete Bridge Decks

THE HIGHWAYS AGENCY

THE SCOTTISH EXECUTIVE DEVELOPMENTDEPARTMENT

THE NATIONAL ASSEMBLY FOR WALESCYNULLIAD CENEDLAETHOL CYMRU

DEPARTMENT OF THE ENVIRONMENT FORNORTHERN IRELAND


Summary: This Standard gives the requirements for the design materials andworkmanship for the waterproofing and surfacing of the concrete decks ofhighway bridges and is to be read in conjunction with the Specification forHighway Works. It supersedes BD 47/94.


Volume 2 Section 3Part 4 BD 47/99

August 1999

REGISTRATION OF AMENDMENTS

Amend Page No Signature & Date of Amend Page No Signature & Date ofNo incorporation of No incorporation of

amendments amendments

Registration of Amendments


VOLUME 2 HIGHWAY STRUCTURES:DESIGN (SUBSTRUCTURES ANDSPECIAL STRUCTURES),MATERIALS

SECTION 3 MATERIALS ANDCOMPONENTS

PART 4

BD 47/99

WATERPROOFING AND SURFACING OFCONCRETE BRIDGE DECKS

Contents

Chapter

1. Introduction

2. Scope

3. Definitions

4. Drainage

5. Detailing of Deck Waterproofing

6. Concrete Deck Construction

7. Waterproofing Systems

8. Installation and Workmanship

9. Protection of Waterproofing

10. Surfacing on Carriageways

11. Surfacing on Footways Central Reserves andVerges

12. References

13. Enquiries

Appendix A: Procedures to Enable the Use ofWaterproofing Systems in HighwayContracts

Appendix B: Certification Test Requirements forWaterproofing Systems on ConcreteBridge Decks

Appendix C: Procedures and Requirements forCertification Site Trials for PermittedWaterproofing Systems


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Chapter 1Introduction

1. INTRODUCTION

General

1.1 The decks of highway bridges are protected toprevent surface water from coming into contact with thestructure. This is achieved by the provision of adequatedrainage and by waterproofing the upper surface of thedeck. Such waterproofing has to be sufficiently robust toresist transient vehicular loading, maintain goodadhesion to the deck and the surfacing, be resistant tode-icing salts and possess long term durability.

1.2 Bituminous road surfacing materials are notsufficiently waterproof to protect bridge decks.Satisfactory waterproofing is achieved by applying amembrane on to the structural deck.

1.3 This Standard updates BD 47/94 (DMRB 2.3.4)which superseded BE 27 (DMRB 2.3) which is nowcancelled. It should be read in conjunction with BA 47(DMRB 2.3.5) and the Specification for HighwayWorks (MCHW 1).

1.4 Except where a standard specified in thisdocument implements or is technically equivalent to aHarmonised European Standard or to a EuropeanStandard adopted for use within the European EconomiArea after 31 December 1985, any requirements forproducts or materials to comply with the specifiedstandard shall be satisfied by compliance with

i) a relevant standard or code of practice of anational standards institution or equivalentbody of any member state of the EuropeanEconomic Area

or ii) any relevant international standardrecognised in any member state of theEuropean Economic Area

or iii) a relevant technical specificationacknowledged for use as a standard by apublic authority of any member state of theEuropean Economic Area

or iv) traditional procedures of manufacture of amember state of the European EconomicArea where these are the subject of awritten technical description sufficientlydetailed to permit assessment of the goodsor materials for the use specified

provided that the proposed standard, code of practice,technical specification or technical description provides

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use levels of safety, suitability and fitness for purposequivalent to those required by the specified standard ino far as they are not inconsistent with the ‘Essentialequirements’ of the Construction Products Directive9/106/EEC).

.5 Where reference is made to the British Board ofgrément (BBA) the equivalent assessment body in anyember state of the European Economic Area will alsoe acceptable.

.6 Where tests are carried out in other Membertates these requirements shall be satisfied if the Testouse is accredited in a member state of the Europeanconomic Area in accordance with the relevant part ofe EN 45000 series of standards for the tests carriedut.

ertification and Registration Requirements

.7 Waterproofing systems are required to have aBA Roads and Bridges Agrément Certificate beforeey may be installed on concrete bridge decks

onstructed, improved, or maintained in compliance withe Specification for Highway Works (MCHW 1).equirements are given in Appendices A, B, and C. Inddition, waterproofing systems are required to begistered with the Overseeing Organisation.epartmental Registration is administered by theighways Agency on behalf of all the Overseeingrganisations.

.8 This Standard contains new Certification testquirements. New certificates will be required from

June 1998.

.9 Waterproofing systems that have been grantedepartmental Registration are listed in SA1 (MCHW.3.1). The details in the Advice Note are updated by theverseeing Organisations on a regular basis.

plementation

.10 This Standard should be used forthwith on allchemes for the construction, improvement, andaintenance of trunk roads, including motorways,

urrently being prepared, provided that, in the opinion ofe Overseeing Organisation, this would not result in

ignificant additional expense or delay. Designrganisations should confirm its application toarticular schemes with the Overseeing Organisation.

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Chapter 2Scope

2. SCOPE

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General

2.1 This Standard specifies the requirements forwaterproofing and surfacing concrete bridge decks andshall apply generally to new works and whereappropriate to the maintenance and repair of existingworks. It describes the design and registrationrequirements for waterproofing systems for use onconcrete decks of highway bridges.

2.2 The types of bridge decks covered by thisStandard are described but the waterproofing of otherparts of bridge structures (eg below ground surfaces,piers and abutments and other salt spray susceptibleareas) are not included.

2.3 For the purpose of this Standard, concretebridges are deemed to include accommodation bridgestogether with tunnels, box type underpasses, culvertsand cattle creeps etc except when such structures areconstructed by thrust boring or tunnel techniques wherthe external faces are inaccessible for the application waterproofing. In such cases reference should be madto the appropriate Overseeing Organisation.

In the case of tunnels and box type underpasses wherthe bottom slab carries traffic and also where a groundslab is used in a traffic underpass, the slab carryingtraffic shall be waterproofed and surfaced as a bridgedeck.

2.4 The requirements for waterproofing the top slabof concrete buried structures are included. For concretpipes or curved arch sections reference should be madto Clauses 2004 and 2006 of the Specification(MCHW 1).

Steel Decks

2.5 Requirements for the waterproofing andsurfacing of steel decks are not included in this Standaand the treatment of such decks shall be consideredindividually for each case using the most appropriatetechniques available at the time and agreed with theTechnical Approval Authority (TAA).

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Footbridges

2.6 Requirements for the waterproofing andsurfacing of footbridges are not included in thisStandard and the treatment of such structures shall beconsidered individually for each case using the mostappropriate techniques available at the time and agreedwith the TAA.

Corrugated Steel Buried Structures

2.7 Requirements for the waterproofing of corrugatedsteel buried structures are given in BD 12 (DMRB 2.2).

Aqueducts

2.8 The waterproofing of aqueducts is not within thescope of this Standard, and the treatment of suchstructures shall be considered individually for each caseusing the most appropriate techniques available at thetime and agreed with the TAA, except where the top ofthe aqueduct is over-slabbed and carries a highway, inwhich case the top slab is considered as a bridge deck.

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August 1999 3/1

Chapter 3Definitions

3. DEFINITIONS

Waterproofing system

3.1 A material or combination of materials whichform an impervious membrane, including whereappropriate a protective layer, for ordered application toa bridge deck to protect it from the ingress of water andde-icing salts.

Permitted Waterproofing System (PWS)

3.2 A waterproofing system (proprietary or non-proprietary) which is in accordance with therequirements and conditions of this Standard.

Protective layer

3.3 Material forming part of a PermittedWaterproofing System laid on the waterproofingmembrane to protect it from damage duringconstruction.

Additional Protective Layer (APL)

3.4 Bituminous material complying with Clause2003.4 of the Specification (MCHW 1) laid on specifiedareas of the complete waterproofing system to protect itfrom damage during construction, surfacing andresurfacing operations.

Surfacing

3.5 Road, footway, central reserve and verge wearingcourse or combination of wearing course and basecourse.

Sub-surface drainage

3.6 A system for draining water from within thesurfacing.

Specification

3.7 Specification for Highway Works (MCHW 1).



4. DRAINAGE

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Chapter 4Drainage

Surface Water Drainage

4.1 Surface water shall be removed from the bridgedeck by the provision of falls and suitable drainageoutlets, continuous drainage channels etc. Advice onsurface water drainage is given in BA 47 (DMRB2.3.5).

Sub-surface Drainage

4.2 Bituminous surfacing is porous and can retainsurface water. Where the geometry of the deck or deckmovement joints prevents this water from drainingnaturally through surface drainage, sub-surface drainsshall be provided. Advice on sub-surface water drainais given in BA 47 (DMRB 2.3.5).

Drainage of Service Bays and Ducts

4.3 All service bays shall have provision fordrainage. Wherever possible service bays shall be leftunfilled. If a statutory undertaker requires a filling to beused it shall be a free draining material as described inparagraph 4.4. Where surface or sub-surface waterflows towards a bridge from the approaches suitableupstands and drainage outlets shall be provided toprevent water entering the service bays and leaking inexpansion joints.

Make-up Materials for Footways, Central Reservesand Verges

4.4 Wherever possible make-up material of either nfines concrete or other free draining materials orconcrete shall be used over the waterproofing. Whereloose filling is required it should be a material such as10mm nominal single size aggregate rather than sandSub-surface drainage shall be provided.

Drainage Systems

4.5 Systems for the drainage of water from bridgesshall be so detailed that water is not allowed to fallfreely from the bridge deck. Closed drainage systemsshall be provided, and these systems shall be fullyprovided with facilities for rodding and other necessarymaintenance. It is essential that drainage systems aresufficiently robust to withstand damage during cleaning

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and resistant to all commonly occurring chemicalspillages. Drainage systems shall not contain detailswhich are integral with structural elements. Drainagewaters from bridge decks shall not be exhausted into tdrainage layers behind abutments.

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Chapter 5Detailing of Deck Waterproofing

5. DETAILING OF DECK WATERPROOFING

5.1 The waterproofing shall be continuous and coverthe entire deck between parapet upstands includingfootways, central reserves, verges, service bays andunder kerbs (see Detail 1). On bridges with separatesuperstructures each deck shall be waterproofedindependently. Particular attention is to be paid tosealing the waterproofing membrane at its edges andaround interruptions such as gulleys.

5.2 Sharp arrises and internal angles should beavoided in the deck surface to be waterproofed. Arrisesshould be chamfered or rounded and fillets formed ininternal angles. Chases into which sheet waterproofingmembranes are tucked should have the lower facesplayed (see Detail 1).

Deck Movement Joints

5.3 At all movement joints in the deck thewaterproofing shall be detailed in such a way to preventwater percolating beneath the waterproofing membrane.

5.4 At sealed joints, it is essential that thewaterproofing membrane, the relevant parts of the jointand any sealing material form a continuous imperviousbarrier. Impervious materials, eg epoxy resin mortar, areto be bonded directly to the deck.

5.5 The detailing of waterproofing at deck movementjoints including buried joints is given in BD 33 (DMRB2.3.6).

Service Bays

5.6 All service bays shall be waterproofed on sidesand floor and the system shall generally be the same asfor the deck. Waterproofing on the floor of service baysshall always be protected (see paragraph 9.5). Forservice bay drainage see paragraph 4.3.

Top Slabs of Buried Structures

5.7 Where the structure is covered with fill such as inthe case of underpasses, culverts and cattle creeps etcthe top slab shall be waterproofed with a PermittedWaterproofing System. Where the top slab is continuouswith the abutments waterproofing on the top surfaceshall be continued down the outside of the abutment to a

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vel 200mm below the soffit of the top slab. On topabs of buried structures protection to the waterproofingstem shall be either a bituminous APL or concrete tolause 2602 of the Specification (MCHW 1) and ST1ix.

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August 19995/2

Chapter 5Detailing of Deck Waterproofing

Details of chases

TYPICAL DETAILS OF WATERPROOFING SYSTEMS



August 1999

6. CONCRETE DECK CONSTRUCTION

Surface Finish

6.1 The required surface finish to new bridge decksbetween parapet upstands and to top slabs of buriedstructures is Class U4 in accordance with Clause 1708.4of the Specification (MCHW 1).

Chapter 6Concrete Deck Construction

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August 1999

7. WATERPROOFING SYSTEMS

7.1 Procedures to enable the use of waterproofingsystems in highway contracts are given in Appendix Aof this Standard. Requirements, tests and checks forPermitted Waterproofing Systems are given in AppendixB of this Standard, and requirements for Certificationsite trials are given in Appendix C.

7.2 The use of a Permitted Waterproofing System onconcrete bridge decks and buried top slabs does notprejudice the need to ensure adhesion compatibility withthe concrete and the surfacing.

Chapter 7Waterproofing Systems



August 1999

8. INSTALLATION AND WORKMANSHIP

General

8.1 The installation of the waterproofing system shallbe in accordance with the Specification (MCHW 1) andthe requirements specified in the BBA Roads andBridges Agrément Certificate for the particular system.

8.2 Uniform adhesion is essential at all interfaces ieconcrete/primer/waterproofing membrane/tack coat/additional protective layer/surfacing in order to ensuredurability of the concrete deck, waterproofing systemand the surfacing. Minimum values for adhesion aregiven in Appendix B.

8.3 The use of ventilating layers, partial bonding orbond breakers with the waterproofing system shall notbe permitted.

8.4 All waterproofing systems shall be terminated ina chase. Where a prefabricated membrane is terminatedin a chase, the rebate shall be filled with a compatiblesealant (see Chapter 5, Detail 1). Where a liquid appliedmembrane is terminated in a chase, the membrane shallbe taken into the chase, but a sealant is not required.

Blisters and Pin/Blow holes

8.5 It is essential that all defects in waterproofingsystems such as blisters and pin/blow holes are madegood before any subsequent layers/coats are applied.

8.6 Details for making good of defects are includedin the BBA Roads and Bridges Agrément Certificate andthe method statement for the particular waterproofingsystem.

Chapter 8Installation and Workmanship



August 1999

9. PROTECTION OF WATERPROOFING

9.1 The protection of bridge deck waterproofingduring construction shall be in accordance with Clause2002 of the Specification (MCHW 1).

9.2 Protective layers forming part of a waterproofingsystem shall be incorporated over the whole of the deckarea to be waterproofed.

9.3 The APL 20mm nominal thickness shall be laidon all waterproofed bridge deck areas to protect thewaterproofing during subsequent constructionoperations. Waterproofed vertical faces eg upstands andthe sides of service bays do not require an APL, and forthe floor of service bays alternative materials may beused.

9.4 In specific instances (either maintenance or newworks) where there are limitations on the total thicknessof the asphaltic material above the waterproofingsystem, the requirement for the APL may be relaxed andthe Overseeing Organisation shall be consulted foradvice on the choice of suitable waterproofing systemsand application made to the TAA for a departure fromStandards to cover this non-standard aspect. In suchcases, waterproofing systems meeting the requirementsof the Aggregate Indentation Test at 125°C (paragraphB4.2.(i)) shall be considered suitable.

Service Bays

9.5 Waterproofing on the floor of service bays shallreceive additional protection with one of the following:

i) 20mm of sand asphalt protection.

ii) 50mm thick screed of concrete to Clause 2602 ofthe Specification (MCHW 1) and ST1 mix.

iii) Approved tiles hand set in bitumen.

Chapter 9Protection of Waterproofing



August 1999

10. SURFACING ON CARRIAGEWAYS

10.1 Except for accommodation bridges, on bothflexible and rigid pavement roads the bridge decks shallbe surfaced with bituminous materials complying withSeries 900, Road Pavements - Bituminous BoundMaterials, in the Specification (MCHW 1).Accommodation bridges may be treated similarly or maybe surfaced with concrete.

10.2 For new works the designed total minimumthickness of surfacing material shall generally be100mm excluding the waterproofing system and APL.For maintenance works the total minimum thickness maybe determined by existing circumstances.

Bridge Deck Expansion Joints

10.3 Special consideration shall be given to the detailat deck expansion joints where the surfacing thicknessmay be locally reduced by the design of the deck joint.

Bonding of APL or Surfacing to the WaterproofingSystem

10.4 The APL or surfacing laid on the waterproofingsystem shall be uniformly bonded to the system with acompatible tack coat. Where a tack coat for the APL orsurfacing is not required as part of the waterproofingsystem a uniform bond to the membrane shall beobtained from the binder within the directly applied APLor surfacing. Minimum bond values are given inAppendix B.

Chapter 10Surfacing on Carriageways



August 1999

11. SURFACING ON FOOTWAYS, CENTRALRESERVES AND VERGES

11.1 The surfaces of footways, central reserves andverges shall be laid to falls so that surface water will beshed into the drainage system.

11.2 Surfacing may be flexible, rigid or formed withpaving flags. Flexible surfacing shall be densebituminous surfacing complying with BS 4987 or masticasphalt complying with BS 1447.

11.3 Where any make up material is free draining adense surfacing shall be used. The surfacing may beapplied directly to a stable make up material such asconcrete or no-fines concrete. Where mastic asphaltsurfacing complying with BS 1447 is to be used on no-fines concrete it shall first have been sealed with a sand-cement slurry. In Scotland only air entrained structuralconcrete complying with Clause 4.4 shall be used asmake up material.

11.4 Where the make up material is a loose filling asuitable base course shall be used before the flexiblesurfacing is applied.

Chapter 11Surfacing on Footways, Central Reserves and Verges



August 1999

12. REFERENCES

5 Statutes

Health and Safety at Work Act 1974.

Health and Safety at Work (Northern Ireland)Order 1978.

Control of Substances Hazardous to HealthRegulations 1989.

Control of Substances Hazardous to HealthRegulations (Northern Ireland) 1990.

Factories Act 1961.

Factories Act (Northern Ireland) 1965.

1 Design Manual for Roads and Bridges

Volume 2: Section 2: Special Structures

BD 12 Corrugated Steel Buried Structures(DMRB 2.2.6)

Volume 2: Section 3: Materials and Components

BD 33 Expansion Joints for Use in HighwayBridge Decks (DMRB 2.3.6)

BA 47 Waterproofing and Surfacing ofConcrete Bridge Decks (DMRB 2.3.5)

2 Manual of Contract Documents for HighwayWorks

Volume 0: Section 3: Advice Notes

SA1 Lists of Approved/Registered Products(MCHW 0.3.1)

Volume 1: Specification for Highway Works(MCHW 1)

Volume 2: Notes for Guidance on theSpecification for Highway Works (MCHW 2)

3 British Standards

BS 1447: 1988: Mastic asphalt (limestone fineaggregate) for roads, footways and paving inbuildings.

BS 4987: 1988: Coated macadam for roads andother paved areas.

4 Technical Memorandum (Bridges)

BE 27 - Waterproofing and Surfacing of BridgeDecks.

Chapter 12References



August 1999 13/1

13. ENQUIRIES

All technical enquiries or comments on this Standard should be sent in writing as appropriate to:

Chief Highway EngineerThe Highways AgencySt Christopher HouseSouthwark Street J KERMANLondon SE1 0TE Chief Highway Engineer

Director, Road Network Managementand Maintenance DivisionThe Scottish Executive Development Department N B MACKENZIEVictoria Quay Director, Road Network ManagementEdinburgh EH6 6QQ and Maintenance Division

The Director of HighwaysThe National Assembly for WalesCynulliad Cenedlaethol CymruCrown BuildingsCathays Park K J THOMASCardiff CF1 3NQ Director of Highways

Director of EngineeringDepartment of the Environment forNorthern IrelandRoads Service HeadquartersClarence Court10-18 Adelaide Street V CRAWFORDBelfast BT2 8GB Director of Engineering

Chapter 13Enquiries


August 1999

PROCEDURES TO ENABLE THE USE OFWATERPROOFING SYSTEMS IN HIGHWAYCONTRACTS

A1. A waterproofing system is permitted for use intrunk road works provided that

(a) It has a BBA Roads and Bridges AgrémentCertificate showing compliance with current HArequirements (see Appendix B) and

(b) The Permitted Waterproofing System (PWS) isregistered with the Overseeing Organisation and

(c) The Overseeing Organisation has not suspendeduse of the system.

A2. It is for the manufacturer or their representativeto obtain a BBA Roads and Bridges AgrémentCertificate for their particular system.

A3. To be awarded a BBA Roads and BridgesAgrément Certificate the waterproofing system issubjected to laboratory testing and checking forcompliance with HA requirements by BBA or aBBA/HA approved Test Laboratory. The laboratoryresults are assessed by BBA and if acceptable thesystem is subjected to a site trial on an actual bridgedeck.

A4. Detailed requirements for the site trial are givenin Appendix C.

A5. When the assessment by BBA of both thelaboratory testing and checking and the site trial showthe system to be acceptable BBA award a Roads andBridges Agrément Certificate and the system ispermitted for use in trunk road works.

A6. If at some subsequent time the system showsitself to be unsatisfactory by failing to maintain itsCertification requirements, the Overseeing Organisationreserve the right to suspend or remove permission for thesystem to be used in trunk road works notwithstandingthe validity of the BBA Roads and Bridges AgrémentCertificate.

Appendix A

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CERTIFICATION TEST REQUIREMENTS FORWATERPROOFING SYSTEMS ON CONCRETEBRIDGE DECKS

Appendix B

B1. INTRODUCTION

B1.1 This Appendix gives a series of test requiremenfor the Certification of waterproofing systems forconcrete bridge decks. The Certification procedure habeen designed so that the manufacturer or theirrepresentative has the option of withdrawing from thetest programme at various stages if the British Board oAgrément (BBA) finds the system submitted fails tocomply with the requirements.

B1.2 The HA reserves the right to amend orsupplement the tests required for BBA Certification. Thcosts of additional tests will be the responsibility of themanufacturer or their representative.

B1.3 Certification shall be given only if thewaterproofing system successfully passes the completest programme and site trial. The HA reserves the rigto suspend or remove permission for the systems to beused in highway works for the OverseeingOrganisations, and to withdraw DepartmentalRegistration for any system which fails to maintain thetest requirements in service.

B2. PROCEDURE

The procedure for Certification is divided into thefollowing stages:

i) Application for assessment

ii) Provision of unbonded membranes for testing

iii) Provision of systems bonded to concrete fortesting

iv) Provision of a site trial on an actual bridge deck.

The manufacturer may withdraw from the remainder othe test programme at the completion of any of thesestages.


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B2.1 Application for Assessment

Manufacturers requiring a waterproofing system to beassessed shall submit the following basic details of theirwaterproofing system to the BBA.

For All Systems:

System nameDescription of MaterialsStorage requirementsInstallation Method StatementRepair techniquesOn site integrity testing by non-destructive testing(NDT) method(s)Expected Service LifeHealth and Safety Data Sheets

Where Applicable:

Concrete surface preparationType of primerType of adhesive and application temperatureNumber of layers/coatsType of protectionType of tack coat for bituminous overlayMinimum activation temperature of system or tack coatOther details

Additional information required for:

Sheet and Board Systems

DimensionsWeightHandling temperatures

Liquid Applied Systems

Mixing time of componentsPot life of mixed liquid materialsNominal coverage ratesSetting timeCured/dry densityMix detailsDry film minimum/maximum thickness (Note. HArequirement for 2mm minimum thickness: see paragraphC12)

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Appendix B

B2.2 Unbonded (As Received) Membranes

It is necessary for samples of unbonded sheets, boardsand cured/dry film of liquid applied membranes(prepared by the manufacturer or their representative inthe presence of the BBA) to be submitted for the testprogramme.

The following sample sizes are required.

Sheet systems - Minimum 3 standard rolls

Board systems - Minimum to cover 5 square metres

Liquid applied - Free film to cover 5 squaresystems metres minimum size (1 x 1)m

In addition, following a successful outcome to checksand basic tests by the BBA (B3.1 and B3.2),membranes/systems bonded to concrete (prepared by tmanufacturer or their representative in the presence ofthe BBA) will be required for B3.3 and B4.2.

B2.3 Preparation of Bonded Systems

Preparation of Concrete Test Blocks

Three sizes of concrete test blocks are to be used for thbonded membrane tests.

(A) (170 x 170 x 55)mm

(B) (300 x 300 x 55)mm

(C) (400 x 220 x 55)mm with crack inducer -see Fig 1

The tolerance on block dimensions shall be ±3mm.

Portland Cement to BS 12 shall be used with mixproportions by weight 1 : 2 : 3.5 (cement : sand :aggregate) using 20mm gravel aggregate for Blocks Aand B and 10mm gravel aggregate for Blocks C inaccordance with BS 882 and having a water: cementratio of 0.5 maximum. The surface to which themembrane is to be bonded shall have a U4 finish inaccordance with Clause 1708 of the Specification forHighway Works (MCHW 1).

All blocks shall be cured and thoroughly dry before use.A suitable curing regime is:

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Demould after 24 hours.Store under wet hessian and polythene sheet atnormal ambient room conditions for 6 days.Store uncovered at normal ambient roomconditions for at least 21 days.

ith BBA in attendance samples of the waterproofingembrane/system are to be bonded to the blocks by thanufacturer or their representative.

he following minimum number of blocks are requiredo test one waterproofing system:

72 size (A) blocks12 size (B) blocks9 size (C) blocks with crack inducers

or systems using a separate bonding agent (eg thosesing oxidised bitumen adhesive or similar), the adhes

s to be omitted from a central circular area of 120mmiameter for selected tests (see B3). This is in order th

he system may be tested without the influence of thedhesive. For this requirement size (A) blocks shall besed. The system is bonded around the periphery only

he block, leaving the central area unbonded. Thisequirement will normally apply to selected sheetystems and is referred to in paragraph B4.2(d).

2.4 Site Trial

ollowing the successful results of the laboratory testrogramme (see B3) the manufacturer or theirepresentative is then required to undertake a site trialsee Appendix C).

3. TEST PROGRAMME

he programme of tests and checks is sub-divided asollows (Test Methods are given in B4.):

3.1 Identification and Quality Control

dentification and quality control tests are to be definedy the BBA for the purpose of checking manufacturersubmitted data (see B2.1). These control tests will notorm part of the Certification but the BBA will advisehe manufacturer on the suitability of the submittedystem for continuing with the Certification testing.

he manufacturer may withdraw at this stage.

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B3.2 Tests on Unbonded Sheets, Boards and Film Liquid Applied Membranes (As Received FromManufacturer)

Appendix B

Dimensional checks

For sheets and boards For films

(a) Straightness (d) Thickness(b) Width(c) Thickness

The thickness of prefabricated sheet and board sampsubmitted for examination and testing shall comply wthe nominal thickness intended with a tolerance of±10%.

For all systems:

Weight per unit areaWater absorptionResistance to water penetration includingpenetration through joints etc.Resistance to damageChange in flexibilityDimensional stability

Handling tests

(a) Unrolling of sheet materials (complete rolls)(b) Unrolling sheet materials off a mandrel(c) Tests on boards

For sheet and board materials:

Resistance to tearAbility to lay flatEase of cutting and preparation

For sheet materials only:

Resistance to recoilResistance to edge curlAbility to bend through 90°Ability to be tapped to 90° corner

Failure to meet any of the test requirements may resuin the BBA refusing Certification or placing limitationson use.

The manufacturer shall be advised and may withdrafrom the remainder of the test programme.

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B3.3 Tests on Waterproofing Membranes/SystemsBonded to Concrete

These tests shall be applied to all systems.

(a) Tests and Checks During Installation:

i) Nominal coverage rates of all liquidcomponents of the system.

ii) Setting time of all liquid components of thesystem under the recorded conditions ofinstallation including temperature andhumidity.

iii) Resistance to pin/blow holing (principallyliquid applied membranes).

iv) Effects of moisture on setting time (liquidapplied membranes).

(b) Tests After Installation

i) Tensile adhesion test (tat)

ii) Resistance to chloride ion penetration (cip)

iii) Resistance to freeze thaw +(cip) and (tat)

iv) Resistance to heat ageing +(cip) and (tat)

v) Resistance to chisel impact +(cip)

vi) Resistance to aggregate indentation +(cip)

vii) Resistance to thermal shock, heat ageingand crack cycling +(cip)

viii) Surfacing to waterproofing system interfaceshear adhesion test

ix) Surfacing to waterproofing system interfacetensile bond test.

(c) Failure to meet any of the test requirements of thisstage may result in the BBA refusing Certificationor placing limitations on use.

The manufacturer shall be advised and may withdrawfrom the remainder of the test programme.

(d) A copy of the test report shall be lodged by theBBA with the HA who in consultation with theBBA will confirm whether the assessment mayproceed to the site trial.

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Appendix B

B3.4 Site Trial Checks and Tests

Prior to installation of the waterproofing system theBBA shall verify:

i) the suitability and condition of the bridgedeck for the site trial including anypreparation necessary.

ii) the quality assurance statement of allmaterials forming the waterproofing system.

During the installation of the waterproofing system andthe asphalt surfacing the BBA shall record the followingas applicable:

Age of concreteInstallation temperature of the systemRelative humidityWeather conditionsNominal coverage ratesSetting timeThickness appliedPin/blow holing/blisteringBond of the membrane to the concrete bridge decIn situ integrity NDT method(s)Repair procedureWorkmanship and supervisionDamage to system prior to asphalt surfacingTemperature of asphalt appliedDamage caused by asphalt surfacingBond of the asphalt surfacing to the system

B4. TEST METHODS

For all tests where the temperatures are (-10 ±2)°C,(+23 ±2)°C and (+40 ±2)°C respectively the RH at 23°Cshall be (50 ± 5)% and the actual RH at the othertemperatures shall be recorded.

B4.1 Tests on Unbonded Sheets, Boards and Film ofLiquid Applied Membranes (where applicable)

(a) Dimensional Checks

i) Straightness of sheets and boards

Sheets shall be unrolled over a 10m length (or thelength of the roll if less) and boards laid flat alonga straight edge at an ambient temperature of(23 ±2)°C. The deviation from the straight edge tobe no more than ±10mm in any 2m length.

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ii) Width of sheets and boards

Width shall be measured to an accuracy of 1.0mmat 10 evenly spaced intervals along the full lengthof the sheet or board. This shall remain uniformwithin ±10mm from the nominal.

iii) Thickness

Thickness shall be measured to an accuracy of0.01mm using a micrometer or dial gauge with an8mm diameter circular foot loaded to exert apressure of 0.02N/mm2. 60 measurements shall bemade on specimens taken over the whole area. Fmineral dressed sheets measurements shall also made along the selvedge. For sheets and boardsmeasurements are over the full length and width aregular intervals and for cured liquid appliedmembranes over the central (1 x 1)m, ignoring theedge perimeter width of at least 50mm. For sheetand boards the thickness at any location shall bewithin ±10% of the nominal thickness.

b) Weight per Unit Area

minimum of three specimens (150 x 150)mm eacheighed to an accuracy of 0.01 grammes.

c) Water Absorption

he specimens used for weight measurement shall bemmersed in a water bath for 28 days at (23 ±2)°C andhen re-weighed after removing the surface water. Thencrease in weight shall not exceed 7%.

pecimens which exceed this limit shall be subjected toreezing for 24 hours at (-10 ±2)°C. After the freezeeriod the specimen shall be conditioned for at least hours at (23 ±2)°C and then observed under ainimum of x20 magnification for damage or thickness

hange.

hen compared with a control specimen there shall beo damage and for sheets and boards any change in

hickness shall be limited to ±10% of the controlhickness.

d) Resistance to Water Penetration

hree specimens of membrane, (250 x 250)mm, areubjected to a water pressure of 0.6 atmospheres overiameter of 150mm at a test temperature of (23 ±2)°C.pecimens consisting of maximum 100mm overlaps, anhere appropriate butt joints are also tested. Thepecimens shall be fully supported by a metal gauze

sheet. There shall be no water penetration after 28 day



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Appendix B

(e) Handling Tests

The following are basically qualitative tests to giveinitial indication of suitability.

Rolls of Sheet Membranes

Complying with the manufacturer’s storageconditions rolls of sheet membranes are placed ina temperature controlled cabinet at (-10 ±2)°C,(23 ±2)°C and (40 ±2)°C respectively for24 hours. The manufacturer may declare areduced temperature range for handling but thisshall include 4°C to 30°C and the range limitsshall be tested. The membranes are then unrolledimmediately on removal from the cabinet.

The following requirements shall apply:

i) No edge damage to roll during storage

ii) One man operation to unroll

iii) Minimal in crease in stiffness of the sheet

iv) Membrane shall lay flat without damage orrucking

v) No cracking in the membrane on unrolling

vi) Recoil shall not exceed 2.5m over a length of 10m

vii) Edge curl shall not exceed a height of 50mm in150mm

viii) Deviation from the straight edge shall be limitedto 10mm in any 2m length.

Unrolling Sheet Membranes from a Mandrel

Three longitudinal and three transverse specimens(450 x 50)mm are cut from the roll, wound onto a 25mmdiameter mandrel and secured with tape.

These are then placed in a temperature controlledcabinet at (-10 ±2)°C, (23 ±2)°C and (40 ±2)°Crespectively for 24 hours. They are then unwound slowlyat the stored temperature.

The following tests shall be conducted:

One end is bent through 90° and the other end is tappedgently to a 90° corner.

The ease of cutting is checked using a razor edged knife

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A minimal increase in the stiffness with noembrittlement.

No damage, cracking, permanent set ordimensional instability.

) Membrane easily cut to shape with minimalcontamination of cutting blade.

) Good resistance to tearing under normal handling.

oard Materials

Specimens and sizes prepared similarly to thosefor unrolling sheet membranes from a mandrel butlaid flat in a cabinet under the same temperatureconditions.

The flexibility, damage and tendency fordimensional instability are checked as above.

The tear and ease of cutting are checked forboards as above.

the handling tests are unsatisfactory at the minimumnd maximum temperatures, intermediate temperaturesay need to be included. The membrane shall bejected if there is an unsatisfactory performance

etween 4°C and 30°C.

embranes not conforming to the full range butatisfactory at the reduced range shall have these limitsuoted on the Certificate.

4.2 Tests on Waterproofing Systems Bonded tooncrete

) Resistance to Pin/Blow Holing (principallyuid applied membranes)

our size (B) concrete blocks are used for this test.

wo size (B) blocks are immersed in water for ainimum of 24 hours, removed and the surface allowed dry in still air for up to two hours at (23 ±2)°C. The

ealer/primer and waterproofing membrane is appliedccording to the manufacturer’s requirements to all fourlocks as one or two coats. The samples are observedfter two hours for pin/blow holes or blisters.emperature and RH should be recorded during the test

here shall be no blisters and not more than four pin/low holes continuous or non-continuous within aentral area of (250 x 250)mm for both samples. The

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size of any pin/blow hole present shall be recorded andno pin/blow hole shall exceed 1mm in diameter. Therequirement for pin/blow holing applies to single-coat,two or more coat membranes.

Where single coat membranes do not meet the aboverequirements the manufacturer shall be given theopportunity of applying the membrane as two or morecoats to the same total thickness. If then acceptable thsystem shall be used as a two or more coat membraneand the remainder of the tests shall be as for a two ormore coat membrane.

(b) Setting of a Liquid Applied Membrane on aConcrete Block with a High Moisture Content

During the pin/blow holing test the setting time of themembrane on the four blocks is also noted. The nominvalue for the membrane on the wetted blocks shall bewithin ±10% of the nominal setting time on the dryblocks, unless the manufacturer specifies differently. Ifthis applies then the time shall accord with themanufacturer’s declared limits.

(c) Nominal Coverage Rates of all LiquidComponents of the System

During preparation of the samples, nominal coveragerates will be confirmed by the manufacturer or theirrepresentative.

(d) Tensile Adhesion Test

Bond of waterproofing membrane to concrete substrat

Nine size (A) concrete blocks with membranes fullybonded are to be used for this test ie 3 blocks for eachtest temperature. On each block, an area of membran(100 x 100)mm, is isolated by cutting down to theconcrete without disturbance to the membrane. A steeplate, (100 x 100 x 10)mm is bonded to this area with suitable adhesive. A tensile pull off apparatus thatlocates onto the surface of the plate is used (eg Figure2). The loading shall be applied progressively at a rateof (0.4 ±0.2)kN/sec. The test shall be carried out intemperature controlled conditions at (-10 ±2)°C,(23 ±2)°C and (40 ±2)°C respectively. The test sampleshall have been preconditioned at the above temperatufor at least 2 hours.

The stress at failure for each individual sampleshall be not less than:

0.3 N/mm2 at (-10 ±2)°C and (23 ±2)°Crespectively, and0.2 N/mm2 at (40 ±2)°C.

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(e) Resistance to Chloride Ion Penetration

Three size (A) concrete blocks are to be used for this t[B3.3(b)(ii)].

For membranes where a separate adhesive is used, thsamples for testing for cip alone, together with chiselimpact with cip [B3.3(b) (ii) and (v)], shall be unbondedin the central circular 120mm diameter area (seepreparation of concrete test blocks B2.3). For all othercombined cip tests [B3.3(b)(iii), (iv), (vi) and (vii)], themembranes shall be fully bonded.

Note: For 3.3(b)(iv) size (B) block is required.For 3.3(b)(vii) size (C) block is required.

A glass vessel, 100mm diameter (Figure 3) is sealedwith a silicone or similar suitable adhesive to the surfaof the membrane. For mineral dressed membranes thedressing may need to be modified or removed in the arof the seal to ensure adequate sealing.

The vessel is filled with 1.47 litres of saturated sodiumchloride solution which makes contact with themembrane surface. The test is conducted at (23 ±2)°Cover a period of 28 days. Water penetration orabsorption is detected by a fall in the level of the liquid

Observations of surface sweating and wicking of saltsolution along an interface are made periodically. Thesolution, vessel and membrane are then removed.

A sample of powdered concrete is taken from the surfaof the concrete block using the profile grindingtechnique. The sample shall be obtained by grinding thsurface of the concrete to a depth of 3mm.Approximately 40 grams of dust shall be collected.

Two representative specimens, approximately 5 gramseach, are taken from the sampled dust and analysed fchloride ion concentration. The average value of the twresults obtained from the analysis shall represent thechloride ion concentration for each block.

Salt penetration is determined by measuring thepercentage of chloride ions present in the powderedconcrete sample. Ion selective electrode method shall used.

The following requirements shall be met after 28 days.

i) The maximum increase in chloride ionconcentration in the concrete shall be not morethan 0.04%.

ii) The maximum loss in volume of the liquid in thetest vessel shall be less than 20ml.

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Appendix B

iii) There shall not be any significant surfacesweating.

iv) There shall not be any significant inter-laminarsalt penetration.

v) There shall not be any deterioration or debondinof the membrane from the concrete.

(f) Resistance to Freeze-Thaw

Six size (A) concrete blocks with the membrane bondeare to be used for this test. Three of the blocks withmembrane fully bonded are used for water absorption/freeze-thaw/tensile adhesion B4.2(d) tests and threeblocks with the membrane fully bonded but partiallybonded for membranes using a separate adhesive (seB2.3) are for the water absorption/freeze-thaw/chlorideion penetration (B4.2(e)) test. The six samples aresubjected to water absorption (using deionised water) 28 days at (23 ±2)°C using a 100mm diameter vesseland pipe coupling as shown in Figure 4.

Membranes exhibiting up to 7% water absorptiondetermined in B4.1(c) shall be subjected to 6 freeze-thcycles. Membranes exhibiting more than 7% waterabsorption (see paragraph B4.1(c)) shall be subjected20 freeze-thaw cycles. Each cycle shall consist of 8hours freeze at (-10 ±2)°C and 16 hours thaw at(23 ±2)°C. During the thawing period water isintroduced into the pipe coupling collar to a depth ofapproximately 50mm. The water is then removed befocommencing the freeze cycle. On completion of thefreeze-thaw cycling the samples are conditioned for atleast 24 hours at (23 ±2)°C. Three samples are thensubjected to the tensile adhesion test (B4.2(d)) and theremaining three samples to the chloride ion test(B4.4(e)). The requirements for both these tests shallapply at (23 ±2)°C.

If there is severe loss of salt solution but no increase inchloride ion concentration in the concrete, furtherinvestigation shall be made by the BBA.

(g) Resistance to Heat Ageing

Six size (A) concrete blocks with the membrane fullybonded are to be used for the two aspects of this test.

All samples are placed in a ventilated oven andmaintained at (70 ±3)°C for 28 days. These are thenconditioned for at least 24 hours at (23 ±2)°C. Threesamples are subjected to the chloride ion test (B4.2(e)and the remaining three samples are subjected to thetensile adhesion test (B4.2(d)). The requirements forboth these tests shall apply at (23 ±2)°C.


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(h) Resistance to Chisel Impact

The membrane bonded to nine size (A) blocks (preparedin accordance with B2.3 and B4.2(e)) are to be used forthis test, ie 3 blocks for each test temperature. The testshall be carried out in temperature controlled conditionsat (-10 ±2)°C, ( 23 ±2)°C, and (40 ±2)°C respectively.The chisel impact apparatus and the test specimen shallbe preconditioned at the respective temperatures for atleast 2 hours.

A chisel head 20mm wide with a 90° tip angle andweighing 1.0kg is dropped from a height of 200mmdirectly onto the central test area of the membrane. Thechisel is guided through a linear bearing inside a tube oflow thermal conductivity (Figure 5). Five impacts aremade within an area delineated by a circle of 75mmdiameter.

The chloride ion test (B4.2(e)) at (23 ±2)°C shall then beapplied. If one of the three samples indicates anunacceptable increase in chloride ion concentration orsignificantly high solution volume loss, the test shall berepeated on a further three samples and all of thesespecimens are required to pass the test.

(i) Resistance to Aggregate Indentation

Systems (excluding any tack coat) with an overallthickness of 20mm or greater are exempted from thistest.

The tests are conducted at (40 ±2)°C, (80 ±3)°C and(125 ±3)°C.

Nine size (A) concrete blocks with the system fullybonded (excluding any tack coat) are to be used for thestests, ie 3 blocks for each test temperature.

Each concrete block is first measured within the central75mm diameter test area at 4 separate locations using atemplate (Figure 6) with a dial gauge. The system is thenfully bonded and the block re-measured at the same 4locations using the template and the dial gauge.

The system thickness is calculated by subtracting themeasured concrete block thickness from the totalthickness. The mean thickness of the system iscalculated from the four results. For sheet and boardsystems the thickness shall comply within ±10% of thedeclared nominal thickness.

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Appendix B

Aggregate Indentation Test at 40°C

All systems shall be subjected to aggregate indentationat (40 ±2)°C. This is to simulate the compaction of looseaggregates into the system during normal site activitiesprior to the APL being applied.

Aggregate indentation is simulated by a steel indentor inthe shape of a truncated cone. The cone angle is 90°, thdiameter at the truncation 8mm and the diameter at thebase not less than 25mm. Indentation is produced byforcing the truncated end into the system using a testmachine that measures force and displacementsimultaneously. The indentor is electrically heated to atemperature of (40 ±2)°C and the samples shall havebeen preconditioned for at least 4 hours at (40 ±2)°C.The test is conducted at a temperature of (40 ±2)°Cchecked by a probe or thermocouple (Figure 7).

Indentations are made in the same 4 locations as thethickness measurements. Each indentation is made bydriving the indentor into the system at a rate of 5mm/minute. Indentation is stopped when the force appliedreaches 1000N. The load is removed at the same rate.The sample is then conditioned for a minimum of 24hours at (23 ±2)°C to allow the system to recover.

The overall thickness is then measured at the same 4locations using the template and the dial gauge.Individual thickness measurements are then determinedby subtracting the concrete block thickness from theoverall thickness.

Indentation after the recovery period shall not exceed50% of the initial thickness of the system.

The chloride ion test (B4.2(e)) at (23 ±2)°C shall then beapplied.


This test including the chloride ion test (B4.2(e)) at(23 ±2)°C is the same as that at (40 ±2)°C except thatthe temperature of the indentor is (80 ±3)°C and theindentor is stopped when the force reaches 500N.


This test shall be carried out unless the manufacturerindicates that the system is not suitable to be tested at(125 ±3)°C.

The indentor, number of indentations, application loadsand procedure are the same as for the test at (40 ±2)°C

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xcept that the preconditioning temperature shall be (503)°C.

he temperature controlled cabinet is maintained at0 ±3)°C. The indentor is electrically heated to a

onstant (125 ±3)°C.

he requirements for indentation and chloride ion test4.2(e)) at (23 ±2)°C remain as for the test at0 ±2)°C.

the system fails to meet these criteria at (125 ±3)°Cut is satisfactory at (80 ±3)°C and (40 ±2)°C then APLhall always be applied. (Also see paragraph 9.4 forlaxation of APL).

) Thermal Shock, Heat Ageing and Crackycling

ine size (C) concrete blocks with the membrane fullyonded are to be used for this test, ie 3 blocks for eachst temperature. See Figure 1 for extent of membranepplication. For liquid applied membranes the concretelock shall be masked over length ways, 40mm eitheride before applying the membrane.

he sample is first subjected to a thermal shock toimulate the application of hot surfacing, and then heatgeing followed by crack cycling.

Thermal Shock

A wooden box with no base, having a wallthickness of 50mm, a height of 55mm and internalplan of (170 x 170)mm is placed on the membranein the centre of the test block over the area wherethe crack cycling test is to be made. Athermocouple or similar is placed on the surfaceof the membrane within the box and thetemperature progressively recorded. Aluminiumfoil (thin gauge) is laid on the membrane and linesthe inside of the box.

A suitable heat source, such as liquid bitumen orhot sand is poured into the box and sealed in togive a temperature of (145 ±5)°C on the surfaceof the membrane. Due to heat loss the initialtemperature of the heated material is to beapproximately 240°C. After two hours the heatsource is removed and the sample conditioned at(23 ±2)°C for at least 4 hours.

If necessary where the membrane incorporates aprotective layer, this may be removed to permitexamination of the membrane proper for cracks.



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ii) Heat Ageing

The samples are placed in a ventilated oven andmaintained at (70 ±3)°C for 28 days. These arethen conditioned for 24 hours at (23 ±2)°C.

iii) Crack Cycling

Crack cycling is conducted at (-10 ±2)°C,(23 ±2)°C and (40 ±2)°C respectively after therecovery period of the heat ageing test.

Initial cracking of the sample at the crack induce(Figure 1) is made using a suitable crack cyclingapparatus (Figure 8). Cracking is induced at(23 ±2)°C and the crack width is limited to1.0mm. The sample is then cycled at a rate of 1cycle/second to the maximum crack width at oneof the above temperatures and subjected to a toof 100 cycles. On completion the crack ismaintained at maximum opening for 24 hours atthe test temperature.

There shall be no visually obvious cracks in themembrane proper at any stage during the test.

After conditioning the test sample for a minimumof 24 hours at (23 ±2)°C the chloride ion test(B4.2(e)) at (23 ±2)°C shall be applied.

The complete test is repeated for each of the abovetemperatures.

(k) Surfacing to Waterproofing System InterfaceShear Adhesion Test

This test is conducted at (-10 ±2)°C, (23 ±2)°C and(40 ±2)°C. Fifteen size (A) concrete blocks ie 5 blocksfor each test temperature are used with the system fulbonded together with any tack coat specified for thesystem.

Samples are prepared with an overlay of sand asphaland/or hot rolled asphalt using mixtures as specified inBS 594: Part 1, the rolling temperature being within thrange specified in BS 594: Part 2 but not exceeding thmaximum values given in Clause 901.9 of theSpecification (MCHW 1), and in particular

i) where a minimum rolling temperature toachieve bond to the system is declared, thisshall be applied

or ii) where a tack coat forms part of the systemthe rolling temperature shall be the minimumtemperature declared to activate the tackcoat.

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The sand asphalt and hot rolled asphalt shall be preparas and when required in compliance with BS 594:Part 1. Reheated material shall not be used.

For samples overlaid with sand asphalt, it shall becompacted to a nominal thickness of 20 mm and the totoverlay thickness made up with hot rolled asphalt laidand compacted to a finished total nominal thickness of50mm. Sand asphalt shall comply with BS 594: Part 1,recipe Type F wearing course mixture Designation 0/3except that (5 ±0.5)% of the total mix shall be inorganicred oxide and regarded as part of the filler content. Themake-up of the hot rolled asphalt shall comply with BS594: Part 1, Table 2, Column 2/1.

For samples overlaid with hot rolled asphalt only it shallcomply with BS 594: Part 1: Table 2, Column 2/1, andbe laid and compacted to a nominal thickness of 50mm

The binder throughout shall be 50 pen bitumencomplying with BS 3690: Part 1. The coarse aggregateshall comply with BS 594: Part 1, Clause 2.2, Group (agranite and the sand fine aggregate with Clause 2.3.

The test samples shall have been pre-conditioned at(-10 ±2)°C, (23 ±2)°C and (40 ±2)°C for at least 4hours and then supported in a test frame (Figure 9). Thcomplete apparatus is placed in a temperature controllecabinet and maintained at one of the test temperatures.

A shearing force shall be applied to the sand asphaltand/or hot rolled asphalt via a steel loading plate at therate of 20mm/minute; the load and deformationcharacteristics being continuously recorded. The testshall be continued until the sample fails. The assembly then removed, the failure interface and peak force notedand failure stress determined. The stress at failure foreach individual sample shall be not less than

0.2N/mm2 at (-10 ±2)°C and (23 ±2)°C respectively, and0.1N/mm2 at (40 ±2)°C.

(l) Surfacing to Waterproofing System InterfaceTensile Bond Test

Four size (B) concrete blocks are to be used with thesystem fully bonded together with any tack coatspecified for the system.

Specimens are prepared with an overlay of sand asphaor hot rolled asphalt using a mixture as specified inBS 594: Part 1, the rolling temperature being within therange specified in BS 594 : Part 2 but not exceeding themaximum values given in Clause 901.9 of theSpecification (MCHW 1), and in particular

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i) where a minimum rolling temperature toachieve bond to the system is declared, thishall be applied

or ii) where a tack coat forms part of the systemthe rolling temperature shall be the minimutemperature declared to activate the tackcoat.

The sand asphalt and hot rolled asphalt shall be prepas and when required in compliance with BS 594:Part 1. Reheated material shall not be used.

For samples overlaid with sand asphalt, it shall be laiand compacted to a nominal thickness of 20mm andcomply with BS 594: Part 1 recipe Type F wearingcourse mixture Designation 0/3 except that (5 ± 0.5)%of the total mix shall be inorganic red oxide andregarded as part of the filler content.

For samples overlaid with hot rolled asphalt, it shallcomply with BS 594: Part 1, Table 2, Column 2/1, anbe laid and compacted to a nominal thickness of 50m

The binder throughout shall be 50 pen bitumencomplying with BS 3690: Part 1. The coarse aggregashall comply with BS 594: Part 1, Clause 2.2, Group granite and the sand fine aggregate with Clause 2.3.

On each sample two test areas (100 x 100)mm areisolated by cutting down to the concrete withoutdisturbance to the complete system. Steel plates arebonded to the test areas with a suitable adhesive(see Fig 10).

The test shall be carried out at (23 ±2)°C on a tensiletesting machine with a crosshead speed of 20mm/minThe test samples shall have been preconditioned at(23 ±2)°C for at least 4 hours. Bond failure at theinterface of the system and the sand asphalt or hot roasphalt shall be not less than 0.1N/mm2 for eachspecimen.

B4.3 Site Trial

(a) Procedures and requirements for the site trial agiven in Appendix C

(b) The site trial shall be formally assessed by theBBA. The HA reserve the right to attend any site trial.

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B5. REFERENCES

The following documents are referred to in thisAppendix B.

B5.1 Manual of Contract Documents for HighwayWorks

Volume 1: Specification for Highway Works(MCHW 1).

B5.2 British Standards

BS 12: 1989 Specification for Portland cements.

BS 882: 1992 Specification for aggregates fromnatural sources for concrete.

BS 594: Part 1: 1992 Hot rolled asphalt for roadsand other paved areas. Specification forconstituent materials and asphalt mixtures.

BS 594: Part 2: 1992 Hot rolled asphalt for roadsand other paved areas. Specification for thetransport, laying and compaction of rolledasphalt.

BS 3690: Part 1: 1989 Bitumens for building andcivil engineering. Specification for bitumens andfor roads and other paved areas.

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FIGURE 1 CONCRETE TEST BLOCK WITH CRACK INDUCER(SCALE 1:4 APPROX) ALL DIMENSIONS ARE IN mm

Appendix B

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FIGURE 2 EXAMPLE OF A TENSILE PULL-OFF (SCALE: HALF FULL SIZE)

Appendix B

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FIGURE 4 EXPOSURE TO WATER ORCHLORIDE IONS GLASSWARE(SCALE 1:3 APPROX)ALL DIMENSIONS ARE IN mm

FIGURE 3 CHLORIDE ION PENETRATION TEST(SCALE 1:3 APPROX)ALL DIMENSIONS ARE IN mm

Appendix B

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FIGURE 5 CHISEL IMPACT APPARATUS (SCALE: 1:3 APPROX)

Appendix B



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FIGURE 6 AGGREGATE INDENTATION TEST TEMPLATE(SCALE HALF FULL SIZE) ALL DIMENSIONS ARE IN mm

Appendix B



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FIGURE 7 AGGREGATE INDENTATION TEST (SCALES 1:10 & 1:2 APPROX)

FIGURE 8 CRACK CYCLING APPARATUS (SCALE 1:6 APPROX)

Appendix B



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FIGURE 9 SHEAR ADHESION APPARATUS (SCALE 1:3 APPROX)

FIGURE 10 PREPARED SAMPLE FOR CHECK OF INTERFACE TENSILE BOND

Appendix B



PROCEDURES AND REQUIREMENTS FORCERTIFICATION SITE TRIALS FOR PERMITTEDWATERPROOFING SYSTEMS (PWS)

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Appendix C

Part of the requirements for the award of a BBA Roaand Bridges Agrément Certificate for a PWS is asuccessful site trial on an actual bridge deck. This catake place only after the laboratory tests and checkshave been successfully completed by the BBA. It is thfor the manufacturer or their representative of the PWto arrange for the system to be installed on a suitablebridge.

In arranging the site trial the manufacturer or theirrepresentative shall take into account the followingprocedures and requirements.

C1. Where a bridge is being considered for the sitetrial the bridge owner or highway authority shallconsider the importance of the bridge location (ie nota strategic route), when giving agreement in principlethe installation of a waterproofing system undergoingCertification site trial.

C2. The BBA shall be sent a general arrangementdrawing of the bridge showing the size and type of deincluding a cross section showing details of thewaterproofing system. A minimum deck area of 150square metres is necessary and the bridge shall inclusome features such as parapet upstands, service bachases and fillets. Also required are details of

(a) Bridge name, location and bridge owner/highwaauthority.

(b) Whether the bridge is of new construction or inthe course of maintenance.

(c) Surfacing type, thickness and size and type ofaggregate when not given on the drawing.

(d) Additional protective layer ie sand asphalt to beapplied to the system.

(e) Make-up of deck concrete ie proportion of cemreplacements and other additives in the concre

(f) Concrete curing method.

(g) Proposed dates of installation of the system ansurfacing. When this is not known then the likeldates which can be confirmed as the programmprogresses.


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C3. Where the BBA confirms that the bridge isacceptable for the site trial the manufacturer or theirrepresentative may pursue arrangements with thehighway authority and the Contractor and shall advisethem that the site trial will be formally assessed by theBBA. HA reserve the right to attend the site trial.

C4. The site trial shall be performed in aworkmanlike manner by trained operatives undercompetent supervision and shall afford the level ofquality of workmanship required for the Certification.

C5. In addition to the BBA Roads and BridgesAgrément Certification requirements the works shallcomply with the Specification for Highway Works(MCHW1).

C6. The site trial shall include observation of thepreparation of the concrete deck, the installation of thewaterproofing system and the surfacing. Theperformance of the system between its installation andprior to overlaying with the surfacing shall also bemonitored.

C7. On arrival at the trial site the BBA shall inspectthe condition of the concrete deck. This shall be U4finish but the manufacturer or their representative mayopt to apply the system on a deck with a lesser finish inconsultation with the BBA. In such a case the systemwill be expected to perform as though the finish was U4.The deck surface shall be clean, dry and free from ice,frost and laitance etc as given in Clause 2001 of theSpecification (MCHW 1).

C8. Before any part of the waterproofing system isinstalled the BBA shall verify that the system is as thatsubmitted for the laboratory tests.

C9. Discrepancies that arise with respect to either siteconditions or changes to the waterproofing system shallbe agreed with the BBA before the site trial can proceed

C10. On site the concrete surface and air temperatureshall be measured by the manufacturer or theirrepresentative using thermocouples or similar. This shalbe checked frequently over the period of the site trial.The relative humidity shall also be noted at the same

C1/1R USE OUTSIDE THE AGENCY.NIC DOCUMENT ARE UNCONTROLLED


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Appendix C

C11. The nominal coverage rates and setting times othe liquid components of the system shall accord withthe manufacturer’s specification. Checks shall be madefor ponding of primers and any ponding that hasoccurred shall be minimal.

C12. During and after installation of the system thefollowing requirements shall apply:

i) The hot bitumen adhesives for sheet systems shanot be greater than 240°C measured using asuitable temperature probe by the manufacturer their representative.

ii) The thickness of liquid membranes shall be aminimum of 2mm over peaks, arrises andirregularities in the concrete deck and shall bechecked with a wet film thickness gauge or otherappropriate method by the manufacture or theirrepresentative.

iii) There shall be appropriate bond to the concretesubstrate checked by the manufacturer or theirrepresentative and it shall be virtually free fromvisible defects including pin/blow holes andblisters which shall be made good by repair beforbeing covered.

iv) Sheet and board systems shall be laid to followthe contours of the deck surface and be free fromripples and rucks.

v) Laps in sheet systems shall comply with Clause2005.6 of the Specification (MCHW 1). Buttjoints in board systems shall be formed inaccordance with the manufacturer’s instructions.

vi) The manufacturer or their representative layingthe waterproofing system at the site trial shalldemonstrate to the BBA an acceptable repairmethod.

vii) The manufacturer or their representative shalldemonstrate the integrity of the waterproofingmembrane by an appropriate NDT method agreewith the BBA.

C13. The waterproofing system shall be checked fordamage before applying the APL or asphalt surfacing.Where damage has occurred it shall be suitably repairebefore the trial proceeds.

C14. In order to dispense with the requirement of theAPL for waterproofing systems which are less than20mm thick and which have complied with the 125°C

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aggregate indentation test in the laboratory, Clauses Cto C22 inclusive shall apply except that the APL shall breplaced with asphalt surfacing.

C15 The placing temperature of the APL or asphaltsurfacing, measured with a suitable temperature probeby the manufacturer or their representative shall notexceed 145°C. The minimum rolling temperature of theAPL or asphalt surfacing shall not be less than thatspecified in BS 594 Part 2 or less than the minimumdeclared activation temperature for bond to the systemwhichever is greater.

C16. Prior to the completion of the APL or asphaltsurfacing laying on site, the compacted but still hot APor asphalt surfacing is removed from a sample area ofthe system and any damage to the waterproofingmembrane is observed.

C17 If damage has occurred restrictions on anyfurther application of the surfacing may be imposed anthe damaged waterproofing membrane shall be repaireor replaced.

C18. Where no damage occurs the cut back areas athen filled with new APL or asphalt surfacing andcompacted.

C19. Throughout the site trial, workmanship,supervision and general site procedure will be observeby the BBA. Where this is at an unacceptably lowstandard, Certification shall not be granted.

C20. Where the system is deemed to have failed thesite trial, the Contractor shall be instructed to remove tfailed system from the bridge and dispose off-site. Thebridge shall then be waterproofed with a registeredsystem.

C21. If during the site trial it is considered that thesystem is unlikely to proceed to a successful conclusiothen the manufacturer or their representative may begiven an opportunity to abort the site trial and proposemodifications to the system/procedures to be considerefor a further trial. The manufacturer or theirrepresentative shall provide a written report to the BBAwith proposed changes that would overcome identifieddeficiencies in the original submission. If the proposedmodifications are acceptable to the BBA themanufacturer or their representative will be allowed tomake arrangements for a further site trial.

C22. Notwithstanding Clause C21, the bridge owner/highway authority reserve the right to have the bridgewaterproofed with a registered system.


DMRB VOLUME 2 SECTION 3 PART 4 - BD 47/99 - WATERPROOFING ... · BD 47/99 Waterproofing and...

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