1 Scope
NOTE This standard covers the design basis, materials, installation, and field testing of below-grade waterproofing and dampproofing systems applied to foundation walls, basement walls, grade beams, and slabs that retain earth and enclose occupied interior spaces. (1.1)
NOTE The system encompasses the primary waterproofing membrane, terminations and transitions, detailing at structural and mechanical penetrations, the protection course, and the drainage composite or drainage aggregate layer that relieves hydrostatic pressure and channels groundwater to the foundation drainage system. (1.2)
NOTE The single most important decision in below-grade waterproofing is whether hydrostatic pressure will act on the assembly, and that determination drives membrane type, application thickness, drainage requirements, and testing protocol. (1.3)
1.3.1 The Engineer of Record shall establish the design groundwater elevation from a site-specific geotechnical investigation.
NOTE Waterproofing system selection that proceeds without a confirmed design groundwater elevation represents a design omission that commonly results in system failure. (1.3.2)
NOTE Below-grade waterproofing is a system, not a membrane; a technically correct membrane applied over an improperly prepared substrate, without a protection course, without correctly installed drainage, or without proper detailing at penetrations and terminations will fail. (1.3.3)
NOTE Industry failure data consistently show that the membrane itself is rarely the root cause of leakage, and that construction joints, expansion joints, penetrations, and terminations at system edges are the locations where failures concentrate. (1.3.4)
1.3.5 The Contractor shall read this standard in its entirety before beginning installation.
1.3.6 The Contractor shall require an on-site pre-installation conference to review details before any waterproofing work begins.
1.3.7 Coordinate the waterproofing scope with Cast In Place Concrete for concrete substrate quality requirements, with Earthwork for backfill compaction requirements adjacent to waterproofed walls, and with Foundation Drainage for perimeter drain design and outlet requirements. 1.3.8 Where building thermal insulation is applied to the exterior of below-grade walls, coordinate with Building Thermal Insulation for insulation placement relative to the waterproofing membrane. 2 Referenced Standards
2.1 Materials, testing, and installation shall comply with the current edition of the following standards.
| Standard |
Title |
| IBC Chapter 18 / Section 1805 |
Dampproofing and Waterproofing (International Building Code) |
| ASTM D5385/D5385M |
Standard Test Method for Hydrostatic Pressure Resistance of Waterproofing Membranes |
| ASTM C836/C836M |
Standard Specification for High Solids Content, Cold Liquid-Applied Elastomeric Waterproofing Membrane for Use with Separate Wearing Course |
| ASTM D7832/D7832M |
Standard Guide for Performance Attributes of Waterproofing Membranes Applied to Below-Grade Walls / Vertical Surfaces (Enclosing Interior Spaces) |
| ASTM D7492/D7492M |
Standard Guide for Use of Drainage System Media with Waterproofing Systems |
| ASTM D8425 |
Standard Guide for the Use of Sodium Bentonite Needle-Punched Geotextile Waterproofing Systems with Cast-in-Place Concrete Below-Grade Foundation |
| ASTM D6506/D6506M |
Standard Specification for Asphalt-Based Protection Board for Below-Grade Waterproofing |
| ASTM C898/C898M |
Standard Guide for Use of High Solids Content, Cold Liquid-Applied Elastomeric Waterproofing Membrane with Separate Wearing Course |
| ASTM D1970/D1970M |
Standard Specification for Self-Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection |
| ASTM E1745 |
Standard Specification for Plastic Water Vapor Retarders Used in Contact with Soil or Granular Fill under Concrete Slabs |
| ACI PRC-515.2 |
Guide to Selecting Protective Treatments for Concrete |
| ACI PRC-515.3 |
Guide for Assessment and Surface Preparation for Application of Protection Systems for Concrete |
| ICRI 310.2R |
Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings, Polymer Overlays, and Concrete Repair |
2.2 Materials, testing, and installation shall comply with the current edition of the referenced standards.
2.3 Where contract documents or referenced standards conflict, the more stringent requirement governs unless the Engineer of Record directs otherwise in writing.
3 Submittals
3.1 Action Submittals
3.1.1 The Contractor shall submit the following for the Engineer's review and approval prior to procurement or installation of any waterproofing materials.
- Manufacturer's product data sheets for each waterproofing membrane, primer, protection board, drainage composite, and accessory sealant, including published application rates, temperature limitations, cure time, and compatibility certifications for adjacent materials
- Installation instructions for each waterproofing product, including membrane, flashings, transition membranes, pipe boot assemblies, and termination bars
- Manufacturer's certification that products submitted are compatible with each other and with the concrete or masonry substrate
- Applicable test reports demonstrating conformance with referenced ASTM standards, specifically hydrostatic pressure resistance per ASTM D5385/D5385M for any system used in hydrostatic pressure conditions
- Membrane thickness confirmation plan, including proposed wet-film thickness for fluid-applied membranes and minimum finished dry-film thickness
- Pre-installation conference agenda and proposed attendees list, submitted at least 10 days before the pre-installation conference
- Qualifications documentation for the waterproofing installer
☑ Product data for membrane, primer, and accessories
☐ Installation instructions for membrane system
☐ Manufacturer compatibility certification for all products
☐ Hydrostatic pressure resistance test report (ASTM D5385/D5385M)
☐ Membrane thickness confirmation plan
☐ Pre-installation conference agenda
☐ Installer qualifications
3.1.2 The Contractor shall submit the action submittal items listed above for the Engineer's review and approval prior to procurement or installation of any waterproofing materials.
3.1.3 No portion of the waterproofing installation shall proceed until the corresponding submittals have been reviewed and returned.
3.2 Closeout Submittals
3.2.1 The Contractor shall provide the following at substantial completion before the waterproofing system is accepted.
- Manufacturer's written warranty for waterproofing materials, countersigned by the Contractor, running to the Owner
- Installer's written warranty running to the Owner for workmanship and watertightness
- Flood test reports or electronic leak detection reports, signed by the testing technician, for all tested areas
- Documented record of areas repaired after testing, including repair location, repair method, and re-test result
- As-installed sketch showing locations of all laps, seams, transitions, penetration flashings, and any areas where deviations from the approved installation plan occurred
☑ Manufacturer's written warranty, countersigned, running to Owner
☐ Installer's written warranty for workmanship and watertightness
☐ Flood test or electronic leak detection reports, signed by technician
☐ Documented record of areas repaired after testing
☐ As-installed sketch of laps, seams, transitions, and penetration flashings
3.2.2 The Contractor shall provide the closeout submittals listed above at substantial completion before the waterproofing system is accepted.
4 Quality Assurance
4.1 Installer Qualifications
● Manufacturer-authorized installer
○ Documented experience — minimum 5 completed projects of similar scope
○ Manufacturer-authorized and documented experience
4.1.1 Below-grade waterproofing shall be performed by an installer experienced in the type of membrane system being installed who can demonstrate a documented history of successful completed projects of similar scope and complexity.
4.1.2 For fluid-applied systems, the installer shall be authorized or trained by the membrane manufacturer.
4.1.3 For blindside and pre-applied systems, the installer shall be able to demonstrate familiarity with the sequencing constraints of the system and with the requirements for concrete placement against pre-applied membranes.
4.2 Pre-Installation Conference
4.2.1 A pre-installation conference shall include the Owner's Representative or Engineer, the General Contractor, the waterproofing subcontractor, and a manufacturer's technical representative.
4.2.2 Topics shall include substrate acceptance criteria, required concrete cure time before membrane application, temperature and weather constraints, sequencing with other trades, lap and seam requirements, protection course installation, backfill timing and compaction requirements, testing plan, and responsibilities for inspection and repair.
4.2.3 A pre-installation conference shall be held on-site before any waterproofing installation begins.
4.2.4 The pre-installation conference shall include the Owner's Representative or Engineer, the General Contractor, the waterproofing subcontractor, and a manufacturer's technical representative.
4.2.5 Pre-installation conference topics shall include substrate acceptance criteria, required concrete cure time before membrane application, temperature and weather constraints, sequencing with other trades, lap and seam requirements, protection course installation, backfill timing and compaction requirements, testing plan, and responsibilities for inspection and repair.
4.2.6 Minutes of the pre-installation conference shall be recorded and distributed.
NOTE The pre-installation conference is the single most cost-effective quality step in below-grade waterproofing, because resolving sequencing conflicts, substrate questions, and detail ambiguities before work begins consistently reduces remedial work and claims. (4.2.7)
NOTE Requiring the manufacturer's technical representative — not just a distributor — to attend ensures that application requirements are confirmed for the specific products being used on this project. (4.2.8)
4.3 Manufacturer Technical Representative
4.3.1 The membrane manufacturer shall provide a technical representative to inspect the substrate before installation begins, to observe the first day of installation, and to be available by phone or on-site for any issues that arise during installation.
4.3.2 The technical representative shall confirm in writing that the substrate conditions, application method, and environmental conditions on the day of first installation observation meet the manufacturer's requirements.
4.4 Regulatory Inspection
4.4.1 All below-grade waterproofing shall be available for inspection by the Authority Having Jurisdiction before being covered by protection course, drainage composite, insulation, or backfill.
4.4.2 The Contractor shall coordinate inspection timing and shall schedule the waterproofing inspection and the Owner's quality observation before any concealing work proceeds.
5 Design Basis — Hydrostatic vs. Non-Hydrostatic
NOTE The distinction between hydrostatic and non-hydrostatic conditions is the governing design basis for the entire waterproofing system. (5.1)
NOTE Hydrostatic pressure acts whenever groundwater stands in contact with the assembly. (5.2)
NOTE Even a "seasonally high" water table — groundwater that rises only during spring thaw or prolonged rain — is a hydrostatic condition during those periods. (5.3)
● Non-hydrostatic — groundwater table is at least 6 ft below lowest slab, confirmed by geotechnical investigation
○ Intermittently hydrostatic — seasonal high water table reaches below-grade assembly, confirmed by geotechnical investigation
○ Continuously hydrostatic — groundwater table is at or above the lowest slab elevation, confirmed by geotechnical investigation
Per drawings
Per drawings — geotechnical report (deferred by default)
Boring logs and groundwater data from geotechnical investigation report per soils engineer of record
Full height — slab bottom to finished grade (recommended where water table is within 6 ft of lowest slab)
Partial — slab bottom to 12 in. above design high-water-table elevation, remainder dampproofed per IBC 1805.2.2
Dampproofing only — non-hydrostatic condition, confirmed by geotechnical investigation
Per drawings
5.4 IBC Section 1805 requires that where a subsurface soil investigation indicates a hydrostatic pressure condition exists, walls shall be waterproofed with a system capable of resisting hydrostatic pressure.
5.5 Where hydrostatic pressure will not occur as determined by IBC Section 1803.5.4, dampproofing is the minimum requirement.
5.6 The design basis shall be explicitly documented in the contract documents so that the membrane type selection is traceable to a geotechnical basis.
NOTE An assembly sized only for non-hydrostatic conditions will fail under seasonal hydrostatic loading. (5.7)
5.8 The geotechnical engineer's report shall establish both the normal groundwater elevation and the expected seasonal high water table elevation.
5.9 Where the design groundwater condition is intermittently or continuously hydrostatic, the waterproofing membrane shall be capable of resisting the design hydrostatic head confirmed by the geotechnical investigation.
5.10 IBC Section 1805.3 requires that waterproofing be applied from the bottom of the wall or slab to not less than 12 in. above the maximum elevation of the design groundwater table.
5.11 The remainder of the wall above the waterproofed elevation shall be dampproofed per Section 1805.2.2.
NOTE Where the groundwater table is within 6 ft of the lowest slab, a full waterproofing system from slab bottom to finished grade elevation is generally the most defensible and cost-effective approach, because relying on a mid-wall transition from waterproofing to dampproofing introduces a seam detail that is a common leak source. (5.12)
6 Dampproofing
6.1 Applicability
NOTE Dampproofing is the minimum treatment required by IBC Section 1805.2 for walls and slabs that retain earth and enclose interior spaces where hydrostatic pressure will not occur. (6.1.1)
NOTE Dampproofing controls soil moisture and capillary moisture migration but is not designed to resist hydrostatic pressure. (6.1.2)
6.1.3 The use of dampproofing as the sole moisture control measure shall be restricted to confirmed non-hydrostatic conditions based on a geotechnical investigation.
NOTE Dampproofing on a below-grade assembly that is subject to any hydrostatic loading, even intermittently, will fail. (6.1.4)
6.2 Dampproofing Materials
● Bituminous coating — cold-applied emulsified asphalt
○ Cementitious polymer-modified coating
○ Single-ply self-adhering modified bituminous sheet, minimum 30-mil total thickness
○ Not applicable — full waterproofing system specified
○ Yes — masonry substrate requires 3/8-in. parging coat before dampproofing
● No — concrete substrate, parging not required
6.2.2 For masonry walls, a minimum 3/8-in.-thick portland cement parging shall be applied to the exterior face, followed by a bituminous coating.
6.2.3 The parging shall be full-coverage, thoroughly troweled, and free of voids before the bituminous dampproofing coat is applied.
6.2.4 For slabs-on-grade that are dampproofed rather than waterproofed, a 4-in.-minimum granular drainage layer of clean, open-graded aggregate beneath the slab shall be provided and shall be tied into the perimeter drainage system.
6.2.5 The dampproofing slab condition does not eliminate the need for a sub-slab vapor retarder where the slab supports flooring materials sensitive to moisture vapor transmission; coordinate with Below Slab Vapor Barrier. 7 Waterproofing Materials
7.1 System Selection
NOTE Four primary below-grade waterproofing system types are addressed by this standard. (7.1.1)
7.1.2 The selection shall be based on the hydrostatic condition, substrate geometry and accessibility, construction sequence constraints, and project-specific compatibility requirements.
● Self-adhering modified bituminous sheet — positive side, post-applied
○ Fluid-applied cold liquid elastomeric — positive side, post-applied
○ Bentonite geosynthetic clay liner (GCL) — positive side or blindside
○ Pre-applied (blindside) modified bituminous sheet — applied before concrete placement
○ Hot-applied rubberized asphalt — positive side, post-applied
7.1.3 The waterproofing system selection shall be based on the hydrostatic condition, substrate geometry and accessibility, construction sequence constraints, and project-specific compatibility requirements.
7.1.4 Where blindside construction is required — such as at a property-line wall, a retained excavation, or a pile-supported mat — only a pre-applied membrane is appropriate because positive-side access is not available after concrete is placed.
7.2 Self-Adhering Modified Bituminous Sheet Membrane
NOTE Self-adhering modified bituminous sheet membranes for below-grade use are composed of SBS (styrene-butadiene-styrene) or APP (atactic polypropylene) polymer-modified bitumen laminated to a carrier film or reinforcing fabric, with a release film protecting a self-adhering pressure-sensitive adhesive on the face applied to the substrate. (7.2.1)
NOTE The finished assembly provides a continuous sheet membrane that bonds directly to the prepared concrete or masonry substrate without heat, eliminating open-flame torch application in an occupied or confined work area. (7.2.2)
40 mil (non-hydrostatic only)
60 mil (hydrostatic and non-hydrostatic)
40 mil (non-hydrostatic only)
60 mil (hydrostatic and recommended for all underslab)
7.2.3 Minimum membrane thickness for vertical walls in hydrostatic applications shall be 60 mil total thickness.
7.2.4 For non-hydrostatic applications, a minimum 40-mil sheet is acceptable for walls.
7.2.5 For underslab applications, a minimum 40-mil sheet is acceptable in non-hydrostatic conditions and 60 mil in hydrostatic conditions.
7.2.6 The manufacturer's published minimum thickness requirements for the specific application and hydrostatic head shall always govern where they are more stringent.
7.2.7 Laps shall be a minimum 3-in. side lap and a minimum 6-in. end lap for sheet membranes.
7.2.8 Laps shall be firmly rolled with a minimum 50-lb weighted roller to consolidate the adhesive.
7.2.9 At inside corners, the membrane shall be reinforced with a 12-in.-wide strip of self-adhering sheet centered on the corner, fully adhered to both faces, before the field membrane is applied.
7.2.10 At outside corners, the field membrane shall be cut and wrapped continuously, and fish-mouth voids at outside corners shall be cut, lapped, and sealed with a compatible sealant.
7.3 Fluid-Applied Cold Liquid Elastomeric Membrane
NOTE A fluid-applied membrane is inherently seamless, which eliminates the lap detail risk that exists in sheet membrane systems. (7.3.1)
NOTE However, fluid-applied systems require careful quality control over applied thickness, because a membrane that is applied too thin will fail under hydrostatic pressure, and thickness cannot be verified by eye. (7.3.2)
60 mil (minimum for hydrostatic applications)
80 mil (preferred for high-hydrostatic-head applications)
100 mil (high-hydrostatic-head or traffic-bearing applications)
7.3.3 Fluid-applied cold liquid elastomeric waterproofing conforming to ASTM C836/C836M shall be used where complex substrate geometry, re-entrant corners, numerous penetrations, or other conditions make sheet membrane installation impractical.
7.3.4 Fluid-applied membranes shall be applied in a minimum two-coat system to the wet-film thickness required to achieve the specified dry-film thickness.
7.3.5 Each coat shall be applied in a direction perpendicular to the previous coat to ensure uniform coverage.
7.3.6 The final dry-film thickness shall be verified by the installer using a wet-film gauge during application and by the manufacturer's technical representative during the site visit.
7.3.8 The fluid-applied membrane shall be cured to the minimum time specified by the manufacturer before applying protection board, insulation, or backfill.
7.3.9 Minimum cure time is commonly 24 hours but shall be verified from the manufacturer's product data for the ambient temperature and humidity on-site.
7.3.10 Application below 40°F or above 95°F shall not proceed without specific manufacturer guidance and the Engineer's written approval.
7.4 Bentonite Geosynthetic Clay Liner
NOTE Sodium bentonite geosynthetic clay liner (GCL) waterproofing systems consist of bentonite clay — typically oven-dried sodium bentonite granules — uniformly distributed between two geotextile layers and needle-punched together. (7.4.1)
NOTE When the bentonite hydrates in contact with water, it swells to form a low-permeability gel layer. (7.4.2)
NOTE Bentonite systems are appropriate for both positive-side and blindside applications and are compatible with the full range of below-grade substrate types. (7.4.3)
NOTE They are particularly useful in blindside configurations because they can be installed on the retained earth face of an excavation or lagging wall before the permanent concrete foundation is cast against them, and they do not require a primer or prepared concrete substrate. (7.4.4)
● Yes — geotechnical engineer to confirm bentonite compatibility with site groundwater
○ No — standard freshwater groundwater conditions confirmed by geotechnical investigation
7.4.5 Bentonite GCL systems conforming to ASTM D8425 shall be lapped a minimum of 12 in. at all seams.
7.4.6 Bentonite GCL systems shall have additional bentonite granules or bentonite strip sealer applied to all laps to ensure continuity of the clay layer through the seam.
7.4.7 At all edges, terminations, and penetrations, bentonite paste or a compatible sealant shall be applied to seal the edge of the GCL and prevent premature hydration from construction water before backfill.
NOTE Bentonite hydrated with saline water, high-mineral-content groundwater, or water with significant calcium or magnesium content will not swell to the same degree as bentonite hydrated with clean water, and the resulting membrane permeability may be higher than the design value. (7.4.8)
7.4.9 Where groundwater chemistry is unusual or where the soil contains significant concentrations of calcium-based materials such as cement, lime, or fly ash, the geotechnical engineer shall evaluate the compatibility of the groundwater with sodium bentonite.
7.4.10 Bentonite membranes shall be held in place by the concrete or backfill before they become wet, because a GCL panel exposed to rain or standing water before the concrete is cast against it may swell, shift, or lose bentonite from cut edges, compromising continuity.
7.4.11 The Contractor shall schedule GCL installation to minimize the open time before coverage.
7.5 Pre-Applied (Blindside) Membrane
NOTE Pre-applied or blindside waterproofing membranes are installed before the permanent concrete structure is cast, adhering to the outside face of the formwork, lagging, or mud mat. (7.5.1)
NOTE When concrete is placed against the membrane, the membrane bonds to the concrete, resulting in a fully bonded system in which any moisture that migrates through a breach cannot travel laterally between the membrane and the concrete. (7.5.2)
NOTE This lateral-migration resistance is the primary advantage of bonded blindside systems over sheet membranes that rely on pressure contact alone. (7.5.3)
● Yes — minimum 2-in. lean concrete mud mat required as uniform substrate
○ Yes — minimum 4-in. lean concrete mud mat required
○ No — compacted granular fill substrate accepted per geotechnical engineer
7.5.4 Blindside membranes shall be installed with the adhesive or concrete-bonding face facing the concrete and the waterproofing face facing outward toward the retained earth.
7.5.5 Sheets shall be lapped per the manufacturer's requirements, typically a minimum of 4 in. at side laps.
7.5.6 At inside corners and horizontal-to-vertical transitions, the manufacturer's transition reinforcement membrane and sealant shall be installed as shown on the detail drawings.
7.5.7 Horizontal to vertical transitions at the wall-slab joint are among the highest-risk details in blindside applications and shall be detailed explicitly on the contract drawings, not addressed by general notes.
7.6 Hot-Applied Rubberized Asphalt
NOTE Hot-applied rubberized asphalt (HARA) systems are applied as a molten liquid at temperatures above 375°F using heated kettles, yielding a seamless, self-healing membrane with high elongation and excellent crack-bridging properties. (7.6.1)
NOTE Because the material is applied hot and flows into irregular surface conditions and re-entrant angles, it is particularly well-suited to complex below-grade geometry and to substrates with minor surface irregularities. (7.6.2)
NOTE The application requires trained personnel and safety controls for working with hot materials. (7.6.3)
90 mil
120 mil
180 mil (high hydrostatic head or split-slab condition)
7.6.4 Hot-applied rubberized asphalt shall be applied to the minimum thickness recommended by the manufacturer for the design hydrostatic head.
7.6.5 A reinforcing fabric may be embedded in the hot material at inside and outside corners, at construction joints, and at penetrations for additional bridging capacity.
7.6.6 Protection board shall be installed before the membrane cools to avoid damage from protection board application.
8 Substrate Preparation
8.1 General Requirements
NOTE A membrane applied to a poorly prepared substrate will delaminate, bridge over substrate defects, or puncture, regardless of the membrane's own material quality. (8.1.1)
NOTE Substrate preparation is the single most cost-effective quality investment in below-grade waterproofing. (8.1.2)
8.1.3 All waterproofing surfaces shall be structurally sound, free of standing water, frost, oil, grease, curing compound not compatible with the membrane, form-release agents, dust, and loose or delaminated material before any primer or membrane is applied.
8.1.4 The Contractor shall inspect every portion of the substrate before beginning application and shall not apply waterproofing over areas that do not meet the acceptance criteria.
8.2 Concrete Substrate Preparation
7 days minimum
14 days minimum (recommended for high-humidity cure or thick sections)
Per manufacturer's instructions — special formulation for early application
● Dry — no visible moisture, meets manufacturer's maximum moisture content requirement
○ Surface dry acceptable — membrane manufacturer has confirmed acceptability of surface-saturated substrate
● 45-degree coved fillet of non-shrink grout, minimum 3/4-in. leg each face
○ Cant strip of compatible rigid foam or prefabricated cant
○ Per manufacturer detail — coved membrane reinforcement strip
8.2.1 New concrete shall reach a minimum age of 7 days and a compressive strength of 2,000 psi before waterproofing is applied, unless the membrane manufacturer's data specifically permits application at an earlier age.
8.2.2 Concrete surface moisture shall be within the maximum allowed by the membrane manufacturer, tested using a plastic sheet test per applicable method or a surface moisture meter calibrated to the substrate.
8.2.3 Concrete that is visibly wet from rain, condensation, or curing water shall not be waterproofed until it has dried to the required moisture content.
8.2.4 Concrete surface profile (CSP) shall conform to ICRI 310.2R.
8.2.5 For fluid-applied membranes, a minimum CSP of 2 (smooth formed or mechanically floated) is typically required; for self-adhering sheet membranes, a minimum CSP of 1 to 3 is acceptable.
8.2.6 The manufacturer's primer system shall be used where the substrate is porous, where CSP is in the lower acceptable range, or where indicated by the manufacturer's product data.
8.2.7 Form ties shall be removed and the cone holes filled with non-shrink grout or a compatible hydraulic cement plug, flush with the wall surface, before applying the membrane.
8.2.8 Honeycombs and voids greater than 1/4 in. in depth shall be chipped out to sound concrete, cleaned with compressed air, and patched with non-shrink grout before the membrane is applied.
8.2.9 The membrane shall not be used to bridge over unrepaired honeycombs.
8.2.10 Concrete fins, ridges, and projections greater than 3/16 in. above the substrate face shall be ground flush.
8.2.11 Sharp edges and re-entrant corners shall be coved or chamfered with a filler compatible with the membrane system; a 45-degree fillet of non-shrink grout or compatible sealant at inside corners provides the cove required for self-adhering sheet and fluid-applied membranes.
8.2.12 Concrete projections at form tie locations, bolt holes, and insert holes shall be ground flush.
8.3 Masonry Substrate Preparation
8.3.1 Masonry walls to receive waterproofing shall be parged with a minimum 3/8-in.-thick portland cement mortar parging coat, applied by trowel and finished to a smooth, even surface.
8.3.2 The parging shall be damp-cured for a minimum of 3 days before waterproofing is applied.
8.3.3 Mortar joints shall be struck flush, and recessed or raked joints that create ridges in the membrane shall be filled with mortar before parging.
8.4 Primer Application
● Yes — manufacturer's primer required for this substrate condition
○ No — self-adhering membrane may be applied without primer per manufacturer data for this substrate
8.4.1 Primers shall be applied per the membrane manufacturer's instructions, at the rate specified in the product data, and shall be dry or tack-free (as required by the membrane type) before the membrane is applied.
8.4.2 Primer shall not be applied to standing water or to surfaces below the minimum application temperature.
NOTE Over-application of primer can leave a liquid film that reduces adhesion rather than improving it. (8.4.3)
8.4.4 The Contractor shall verify the correct primer application rate with the technical representative.
9 Application
9.1 Environmental Conditions
9.1.1 For most self-adhering and fluid-applied membranes, the minimum installation temperature is 40°F; for some high-performance fluid-applied systems, the minimum may be lower.
NOTE Cold weather slows adhesive cure, increases viscosity of fluid-applied products, and reduces adhesion of lap seams. (9.1.2)
40°F (typical manufacturer minimum for self-adhering and most fluid-applied systems)
25°F with cold-weather formulation (per manufacturer cold-weather data)
50°F (some water-based fluid-applied systems require higher minimum)
5°F above dew point
10°F above dew point
9.1.3 The membrane shall not be applied when the ambient air temperature or surface temperature is below the minimum installation temperature specified by the manufacturer.
9.1.4 Application below the published minimum temperature without the manufacturer's specific cold-weather application guidance shall not be permitted.
9.1.5 The membrane shall not be applied when wind conditions will cause premature skinning of fluid-applied products, blow debris onto the uncured membrane, or make sheet lap control impractical.
9.1.6 The substrate and ambient air shall be at least 5°F above the dew point to prevent condensation on the substrate before and during application.
9.2 Application Sequence
9.2.1 Waterproofing shall be applied in a sequence that ensures continuity without skipping areas.
9.2.2 For walls, application shall begin at the bottom of the wall and work upward so that each sheet course laps over the top of the course below in a shingle pattern oriented to shed any water that migrates through the lap zone downward, not into the building.
9.2.3 For underslab membranes, application shall proceed from the interior toward the perimeter so that the field laps shed water away from the building interior.
9.2.5 The sequence shall ensure that the wall membrane and the slab membrane are physically lapped and bonded together at the wall-to-slab joint with no gap.
9.2.6 The termination of the joint reinforcement strip shall not become a termination that is exposed to water.
9.3 Membrane Laps and Continuity
9.3.1 All laps shall be consolidated immediately after application using a weighted roller or by hand pressure per the manufacturer's instructions.
9.3.2 Laps shall be rolled from the center outward to avoid trapping air.
9.3.3 Bubbles, wrinkles, and fish-mouths in sheet membrane laps shall be slit, pressed flat, sealed with a compatible sealant, and re-rolled.
9.3.4 Any lap area that cannot be made fully consolidated and flat shall be lapped over with a minimum 6-in.-wide patch of membrane overlapping all four sides of the defect.
9.3.5 End laps shall be staggered a minimum of 24 in. between adjacent courses to avoid a continuous vertical line of seams that concentrates stress and leak risk.
9.4 Curing and Protection
9.4.2 No portion of the installed membrane shall be left uncovered at the end of each workday during construction.
9.4.3 At minimum, protection board shall be applied before any significant construction activity proceeds in the waterproofed area.
9.4.4 For fluid-applied systems, the membrane shall cure to a minimum hardness per the manufacturer's cure schedule before protection board is applied.
10 Detailing at Penetrations and Terminations
10.1 General Approach
NOTE Penetrations and terminations are the locations where the majority of below-grade waterproofing failures occur. (10.1.1)
NOTE This is not an incidental observation; it is a consistent finding in industry failure investigations, and it means that the quality of details at these locations — not the field membrane itself — determines whether a below-grade waterproofing system performs. (10.1.2)
10.1.3 Every penetration and termination shall be detailed on the contract drawings before construction begins.
10.1.4 "See manufacturer's standard details" is not an acceptable substitute for project-specific penetration and termination drawings, because the location, size, and geometric relationship of every penetration to the adjacent membrane system must be resolved before work begins.
10.2 Penetrations — Pipes and Conduits
● Flexible pre-formed pipe boot — adhered to membrane, sealed to pipe
○ Trowel-applied sealant collar with membrane reinforcement strip
○ Sheet membrane cut-and-patch with compatible sealant bead at pipe surface
● Flexible pre-formed pipe boot, sealed and lapped with underslab membrane
○ Sheet membrane collar with trowel-applied sealant at pipe surface
○ Pre-formed collar with waterstop at slab-pipe interface
10.2.1 Each pipe, conduit, sleeve, or structural element passing through a waterproofed wall or slab shall be treated with a continuous, bonded waterproofing detail.
10.2.2 For positive-side membranes, the membrane shall be applied in a continuous bead or flashing collar around the penetrating element, lapped with the field membrane, and sealed at the interface between the membrane collar and the penetrating element with a compatible sealant or pre-formed boot.
10.2.3 The sealant shall be applied to a clean, dry, primed surface and shall be tooled to eliminate voids.
10.2.4 Where the penetrating element moves relative to the structure due to thermal expansion, differential settlement, or vibration, the sealant collar or boot shall be of a flexible material that can accommodate movement without tearing or debonding.
10.2.5 Rigid cementitious seals shall not be used as the primary seal at pipe penetrations in locations subject to differential movement.
10.2.6 The Contractor shall minimize the number of penetrations through below-grade waterproofed slabs and walls in hydrostatic conditions.
10.3 Construction Joints
NOTE Construction joints in concrete — including wall cold joints, horizontal pour joints, and wall-to-slab joints — are the most common leak path in below-grade concrete structures. (10.3.1)
● PVC waterstop — ribbed or dumbbell profile, minimum 6-in. width in hydrostatic conditions
○ Swelling (hydrophilic) waterstop — bentonite or polyurethane type
○ Combination — PVC center stop with swelling overlay strip
○ Injection tube system — groutable hose installed at joint for post-construction injection if leakage occurs
4 in. (non-hydrostatic conditions)
6 in. (hydrostatic conditions)
9 in. (high-hydrostatic-head conditions)
10.3.2 Construction joints in below-grade concrete shall be addressed with both a waterstop within the concrete and waterproofing continuity across the joint on the outside face.
10.3.3 Waterstops shall be installed in construction joints in below-grade concrete before the first concrete pour.
10.3.4 Waterstops shall be continuous through all reinforcement and shall be lapped and spliced per the manufacturer's instructions, with corner and tee fittings at directional changes rather than field-cut notched joints.
NOTE Field-notched waterstops at corners leave a gap in the waterstop at the most geometrically complex locations. (10.3.5)
10.3.6 On the exterior face, the waterproofing membrane shall be applied continuously across the construction joint.
10.3.7 For fluid-applied systems, additional material shall be applied over the joint zone to increase local thickness.
10.3.8 For sheet systems, a reinforcement strip of self-adhering sheet shall be centered on the joint and fully adhered before the field membrane is applied.
NOTE The combination of an interior waterstop and an exterior waterproofing membrane at every construction joint represents the redundant protection that below-grade conditions require. (10.3.9)
10.4 Expansion Joints
● Pre-formed flexible expansion joint cover — bonded both sides, freely floating at joint
○ Wide-faced composite transition membrane — bonded both sides, centered on joint
○ Fluid-applied membrane with expanded reinforcing mesh centered on joint
10.4.1 Expansion joints in below-grade walls and slabs shall be treated with a flexible waterproofing detail that accommodates the design movement without tearing or debonding.
10.4.2 The design movement at each expansion joint shall be established by the Engineer and shall be communicated to the waterproofing installer so that the correct product and detail geometry can be selected.
10.4.3 Expansion joint covers and sealants shall be compatible with the adjacent membrane system and shall be installed in accordance with the waterproofing manufacturer's expansion joint detail.
NOTE A fully adhered sheet membrane bridging over an expansion joint without accommodating the joint movement results in membrane tearing at the first thermal cycle. (10.4.4)
10.5 Terminations at Grade
NOTE The termination of the waterproofing system at or above finished grade is the uppermost edge of the system and is a common location for peel-back, delamination, and water entry between the membrane and the substrate. (10.5.1)
8 in. above finished grade (non-hydrostatic)
12 in. above finished grade (hydrostatic, minimum code per IBC 1805.3)
18 in. above finished grade (recommended where vegetation or soil splash is a concern)
● Termination bar — continuous aluminum or plastic bar, mechanically fastened at maximum 8-in. spacing, with sealant at top edge
○ Saw cut reglet — membrane embedded in saw cut, wedge-caulked
○ Embedded in counter-flashing reglet
10.5.2 The membrane shall be terminated at a height of not less than 8 in. above finished grade in non-hydrostatic conditions, and not less than 12 in. above the design high water table elevation in hydrostatic conditions.
10.5.3 Terminations shall be mechanically fastened with a termination bar, or embedded in a saw cut, and sealed with a compatible caulk or sealant.
10.5.4 The membrane shall not be terminated by simply folding the top edge over without mechanical fastening.
10.6 Transition from Positive-Side to Blindside
10.6.1 Where a project includes both a positive-side membrane and a blindside pre-applied membrane, the transition detail between the two systems shall be engineered and shown on the drawings.
10.6.2 The two membrane systems shall be lapped or bonded at the transition so that no gap or unsealed edge exists between them.
10.6.3 Transition details at positive-side-to-blindside corners shall be resolved in the pre-installation conference before work begins.
11 Protection Course
11.1 Purpose and Requirement
NOTE The purpose of the protection course is to protect the membrane from mechanical damage during backfill and compaction operations, to shield the membrane from root intrusion in landscaped areas, and to distribute backfill loads rather than concentrating them on the membrane at backfill aggregate contact points. (11.1.1)
● Semi-rigid asphalt protection board conforming to ASTM D6506/D6506M, minimum 1/4-in. thick
○ Extruded polystyrene rigid insulation board, minimum 1-in. thick (also serves as thermal insulation)
○ Composite drainage and protection board (combined protection and drainage function)
○ Dimpled drainage composite with protective filter fabric facing
● Semi-rigid asphalt protection board conforming to ASTM D6506/D6506M
○ Extruded polystyrene board, minimum 1-in. thick
○ Not required — membrane system manufacturer confirms that structural slab can be placed directly on the cured membrane
11.1.2 A protection course shall be installed over all waterproofing membranes before backfill, concrete placement over underslab membranes, or installation of drainage composites or insulation.
11.1.3 Backfill without a protection course is not permitted.
11.2 Installation Requirements
11.2.1 Protection board joints shall be butted tightly and staggered a minimum of 12 in. from adjacent board joints to avoid creating a continuous line through which backfill could concentrate stress on the membrane.
11.2.2 Protection board shall be fastened to the wall membrane with the manufacturer's specified adhesive or with a compatible adhesive tab system.
11.2.3 Fasteners that would penetrate the membrane shall not be used to attach protection board.
11.2.4 At locations where the drainage composite or foundation insulation is installed, the protection board and drainage composite may be combined into a single composite system.
11.2.5 Coordinate the combined protection-drainage system with the foundation drainage design.
12 Foundation Drainage
12.1 Purpose and Design Basis
NOTE Foundation drainage is the system of drainage composites and perimeter drains that relieve hydrostatic pressure by channeling groundwater away from the waterproofed assembly before it can build up. (12.1.1)
NOTE A waterproofing membrane alone cannot function reliably as the sole moisture management strategy for a below-grade assembly that has continuous or intermittent groundwater contact. (12.1.2)
12.1.3 The combination of a waterproofing membrane and an effective drainage system is the correct design approach for any below-grade assembly subject to hydrostatic conditions.
12.2 Drainage Composite
NOTE A drainage composite, also known as a drainage board or geocomposite drainage layer, provides a high-transmissivity flow channel between the waterproofed wall or slab and the backfill soil, directing water downward to the perimeter drain. (12.2.1)
● Yes — drainage composite required on all waterproofed walls in hydrostatic or intermittently hydrostatic conditions
○ Yes — drainage composite required on all waterproofed walls regardless of groundwater condition
○ No — free-draining granular backfill of sufficient width used in lieu of drainage composite (only in non-hydrostatic conditions)
12.2.2 The drainage composite shall conform to ASTM D7492/D7492M.
12.3 Perimeter Drain
● Perforated PVC pipe, schedule 40, minimum 4-in. diameter, wrapped in filter fabric sock
○ Perforated HDPE pipe, minimum 4-in. diameter, wrapped in filter fabric sock
Per drawings
12.3.1 A perimeter drain shall be installed at the base of the waterproofed wall at or below the bottom of the slab on grade, conveying collected groundwater to daylight, a sump pit, or a storm drainage system.
12.3.2 The perimeter drain shall be continuous and unobstructed.
12.3.3 Cleanouts shall be provided at corners and at maximum 100-ft intervals.
12.3.4 The perimeter drain shall be surrounded by clean, open-graded drainage aggregate — a minimum 6-in.-wide, 12-in.-deep envelope of aggregate conforming to the gradation specified on the drawings — and shall be wrapped in non-woven filter fabric to prevent fines migration.
12.4 Sub-Slab Drainage
● Yes — minimum 4-in. granular drainage layer, connected to perimeter drain
○ Yes — minimum 6-in. granular drainage layer, connected to perimeter drain
○ No — non-hydrostatic condition, granular sub-base for structural purposes only
12.4.1 Where the design hydrostatic condition includes potential for water accumulation under the slab, a granular drainage layer beneath the slab shall be provided.
12.4.2 For slabs-on-grade in hydrostatic conditions, a minimum 6-in. layer of clean, open-graded granular fill beneath the slab shall be connected to the perimeter drain system.
NOTE The sub-slab granular layer provides both a capillary break and a drainage path. (12.4.3)
12.4.4 The sub-slab drainage system shall be coordinated with the underslab waterproofing membrane placement so that the drainage layer does not compromise the continuity of the membrane.
13 Testing and Inspection
13.1 Overview
NOTE A waterproofing system cannot be verified by visual inspection alone; testing identifies breaches that are not visible and that would not be found until water entry occurred after backfill and occupation. (13.1.1)
13.1.2 Field testing of installed below-grade waterproofing is mandatory.
13.1.3 Testing shall be performed before the membrane is covered by the protection course and before backfill begins.
13.2 Flood Test
1 in.
2 in.
2 in. maximum (full test area)
24 hours
48 hours (recommended for large horizontal areas or where additional confidence is needed)
13.2.1 Flood testing shall be performed on all horizontal waterproofing surfaces — underslab membranes, plaza waterproofing over occupied space, and horizontal membrane transitions.
13.2.2 A maximum 2-in. head of water shall be ponded on the waterproofed surface for a minimum of 24 hours.
13.2.3 Before the flood test, the Contractor shall verify that the structure can safely support the dead load of the test water.
13.2.4 Before the flood test, the Contractor shall install temporary perimeter dams at all edges to contain the water.
13.2.5 Drains shall be plugged or valved during the flood test.
13.2.6 Any area of visible moisture penetration through the membrane to the underside shall be marked, the water source removed, the membrane repaired, and the area re-tested.
13.3 Electronic Leak Detection
NOTE Electronic leak detection (ELD) uses an electrical potential established between an electrically conductive test electrode and the substrate through the membrane; a breach in the membrane allows current to flow and is detected by the scanning electrode. (13.3.1)
NOTE The low-voltage wet method (ASTM D7877) applies a conductive solution to the surface of the membrane and uses a low-voltage (48V or less) electrical potential to locate current flow through breaches. (13.3.2)
NOTE The high-voltage dry method (ASTM D8231) applies a high-voltage pulse to a scanning electrode that is moved across the dry membrane surface and detects voltage discharge through membrane defects. (13.3.3)
● Low-voltage wet method per ASTM D7877 (conductive solution, 48V maximum)
○ High-voltage dry method per ASTM D8231
○ Both methods — low-voltage for walls, high-voltage dry for horizontal areas
○ Not required — flood test is primary test method for this project
○ Waterproofing installer — self-testing with results reviewed by Owner's Representative
● Independent third-party testing firm engaged by Owner
13.3.4 Electronic leak detection (ELD) shall be used on all below-grade vertical wall membranes that will be backfilled, and shall be considered for all horizontal membranes where the flood test cannot be performed due to structural load constraints.
NOTE The low-voltage wet method is the more commonly used method for below-grade vertical membranes, while the high-voltage dry method is commonly used for plaza deck and roofing applications. (13.3.5)
13.3.6 All detected breaches shall be marked, and the Contractor shall repair each breach and re-test the repaired area before the test is considered complete.
13.3.7 Repairs shall use the same membrane system and shall be applied to a properly prepared, dried surface.
13.3.8 A patch membrane shall extend a minimum of 6 in. in all directions beyond the breach.
13.4 Visual Inspection Protocol
13.4.1 A continuous visual inspection shall be performed by the installer's foreman or the manufacturer's technical representative over the entire installed membrane area, in addition to flood testing and ELD.
13.4.2 Visual inspection shall confirm membrane continuity, absence of fish-mouths or voids at laps, absence of punctures or tears, minimum coverage at corners and penetrations, proper termination at grade, and condition of all laps.
13.4.3 Every deficiency found in visual inspection shall be repaired before ELD or flood testing begins.
13.5 Test Reports
13.5.1 All flood test and ELD test results shall be recorded on signed test reports that include the test method, date, ambient temperature, the area tested, the instrument identification and calibration date (for ELD), the map of any detected breaches with their locations identified by coordinates or by reference to the as-installed sketch, the repair method used for each breach, and the pass/fail result of the re-test after repair.
13.5.2 Test reports shall be included in the closeout submittals.
14 Backfill
14.1 Timing
14.1.1 Backfill shall not proceed until the membrane has passed all required testing, the protection course is fully installed, and the drainage composite is in place.
NOTE Backfilling before testing is complete eliminates the possibility of locating and repairing breaches without excavation. (14.1.2)
14.2 Backfill Material
14.2.1 Backfill material adjacent to the waterproofed wall shall be free of large rock, debris, frozen clods, or any material with a particle size greater than 3/4 in. within the first 12 in. of fill against the protection course.
14.2.2 Rock fragments, concrete rubble, and debris shall be excluded from the backfill zone adjacent to the membrane.
14.2.3 Where drainage composite is installed, the backfill shall be compacted in lifts not to exceed 8 in. using hand-operated equipment within 4 ft of the wall to avoid lateral loads that could damage the drainage composite or push it away from the wall face.
14.3 Compaction
14.3.1 Backfill shall be compacted to a minimum 95 percent of standard Proctor density per ASTM D698, or as required by the geotechnical engineer, within the limits shown on the civil drawings.
NOTE Over-compaction of backfill adjacent to a below-grade wall using large vibratory rollers is a structural concern independent of the waterproofing. (14.3.2)
14.3.3 The Contractor shall coordinate compaction equipment selection with the structural engineer's lateral load design basis for the wall.
15 Warranty
15.1 Manufacturer Warranty
5 years
10 years
15 years
20 years
15.1.1 The waterproofing membrane manufacturer shall provide a written warranty to the Owner against defects in materials and workmanship for a minimum period of 5 years from the date of substantial completion.
15.1.2 The manufacturer's warranty shall identify the membrane system, the application location, and the scope of the warranted installation as documented by the test reports and the as-installed sketch.
15.1.3 For projects where the warranty is project-specific, it shall run to the Owner and be assignable.
15.2 Installer Warranty
15.2.1 The waterproofing installer shall provide a written warranty to the Owner against defects in workmanship and against water infiltration through the installed system for a minimum of 2 years from the date of substantial completion.
15.2.2 The installer's warranty shall be in addition to, not in lieu of, the manufacturer's material warranty.
15.3 Exclusions
NOTE Exclusions for structural failure of the building, changes to groundwater due to adjacent construction, and direct physical damage by subsequent construction activities are customary and acceptable. (15.3.1)
15.3.2 Warranty exclusions shall not include failures caused by installation methods that deviate from the approved submittal, substrate preparation methods, or material applications that do not comply with this specification.
15.3.3 The Contractor shall review proposed warranty exclusion language with the Owner's legal counsel before execution.
16 Common Errors and Risk Areas
NOTE This section summarizes the conditions and installation practices that most frequently generate RFIs, change orders, warranty claims, and litigation in below-grade waterproofing projects. (16.1)
NOTE These are documented patterns from field investigations and peer-reviewed construction failure literature, not theoretical risks. (16.2)
NOTE Specifying a dampproofing-only system without a geotechnical report confirming non-hydrostatic conditions is the root cause of a large proportion of basement leakage problems in commercial construction; the geotechnical investigation is a required design input, not an optional enhancement. (16.3)
NOTE The joint where the underslab membrane meets the wall membrane is the geometric point of highest stress and the most common single leak location, and a field-resolved "tie-in" without a contract-drawing detail is a frequent failure point. (16.4)
NOTE Waterstops that are field-notched or bent without prefabricated corner fittings leave a gap at the corner at every construction joint corner and tee. (16.5)
NOTE Protection board applied before flood test or ELD is performed makes it impossible to locate and repair breaches without removing the protection board; the correct sequence is membrane, test, repair, re-test, protection board, drainage composite, backfill. (16.6)
NOTE Moisture under a self-adhering membrane or a fluid-applied coating degrades adhesion and, in severe cases, causes blistering or complete delamination, and is missed when concrete moisture content is judged visually rather than by test. (16.7)
NOTE Unrolled laps in self-adhering sheet membranes retain the lap zone as an unbonded cavity that groundwater can enter and travel laterally when laps are not rolled immediately after application. (16.8)
NOTE Sealant-only penetration details are prone to delamination when the pipe moves, whereas pre-formed flexible boots provide movement accommodation that caulk cannot. (16.9)
NOTE Lime-treated subgrades or cement-stabilized fill in contact with bentonite can prevent hydration, resulting in a GCL that never forms an effective seal when the soil contact chemistry is not reviewed for compatibility. (16.10)
NOTE A membrane edge that is simply folded over or sealed with sealant alone is vulnerable to peel-back from soil movement, freeze-thaw, and vegetation when the termination is not mechanically fastened with a termination bar. (16.11)
NOTE Backfilling before flood test and ELD is the single most damaging construction sequencing error in below-grade waterproofing because it converts a correctable deficiency into an excavation-and-reconstruction problem. (16.12)