E.Protect Shoring

Designed for projects requiring a high level of performance with some budget constraints. E.Protect Shoring leverages three key waterproofing materials: high-density polyethylene (HPDE), spray-applied polymer modified asphalt (PMA) and bentonite to create redundancy against a wide range of project conditions and chemicals of concern.

It is appropriate for cast-in-place poured concrete or structural shotcrete, and can be applied to different types of shoring methods including soldier pile, back lagging, shotcrete soil nail, internal rakers, caissons, secant walls and sheet piles.
E.Protect Shoring has several benefits:

  • Redundant, with three layers of different waterproofing protection to create a composite system that is superior to the materials used on their own.
  • Provides high level of chemical resistance to a wide range of contaminants found in soil and groundwater.
  • Seamless.
  • Complete mechanical bond to any concrete overlay, including shotcrete.
  • Installs quickly with less weather sensitivity than competitive systems and does not require additional protection prior to the placement of concrete.
  • Provides continuous active protection thanks to the bentonite layer creating a uniform, self-sealing membrane.
Shoring – Pre-Applied Vertical Protection System
Download System Overview for benefits, limitations & warranty details
Thickness: 178 mils*
1st Layer: e.drain 6000
2nd Layer: e.base 205
3rd Layer: e.spray
4th Layer: e.shield 205b

Designed for projects requiring a high level of performance with some budget constraints. E.Protect Shoring leverages three key waterproofing materials: high-density polyethylene (HPDE), spray-applied polymer modified asphalt (PMA), and bentonite, to create redundancy against a wide range of project conditions and chemicals of concern.

It is compatible with cast-in-place poured concrete or shotcrete, and when applied to different types of shoring methods including soldier pile, back lagging, shotcrete soil nail, internal rakers, caissons, secant walls, and sheet piles.

* Thickness measured at 178 mils without e.drain 6000

Data Sheets, Specs & Drawings
E.Series
County of Los Angeles Approval
E.Series
NSF Approval 2015
E.Series
SPECIFICATION 2018 E.Protect Below Grade
SPECIFICATION 2018 E.Protect Shoring Walls
E.Series
PDS e.adhesive
E.Series
PDS e.base 205
E.Series
PDS e.catalyst
E.Series
PDS e.drain
E.Series
PDS e.drain 6000
E.Series
PDS e.fastener
E.Series
PDS e.hanger
E.Series
PDS e.poly
E.Series
PDS e.roll
E.Series
PDS e.shield 205b
E.Series
PDS e.shield bb
E.Series
PDS e.spray
Epro
PDS e.stop b
Epro
PDS e.stop hpl
E.Series
SDS Calcium Chloride
E.Series
SDS e.adhesive
E.Series
SDS e.base 205
E.Series
SDS e.catalyst
E.Series
SDS e.poly
E.Series
SDS e.roll
E.Series
SDS e.shield 205b
E.Series
SDS e.shield bb
E.Series
SDS e.spray
E.Series
SDS e.stop b
Epro
SDS e.stop hpl
E.Series
SDS e.term strip
E.Series
SDS e.trowel
E.Series
EPRO Brochure
System Overview E.Protect Shoring
E.Series
1.140.1.1.02 E.Preformance Underslab Assembly - Transition to E.Protect Shoring Assembly - Wood Lagging
2.300.1 Shoring Standard Assembly
2.300.1.1 Shoring Standard Assembly with Insulation
2.300.2 Shotcrete Shoring Assembly
2.300.3 Soil Mix Design Shoring Assembly
2.302.1 Shoring Back Lagging Assembly
2.302.2 Shoring Back Lagging at Slab to Wall Interface
2.303.1 Sheet Pile Assembly
2.303.2 Sheet Pile Assembly w/Plywood
2.303.3 Sheet Pile Assembly w/Plywood & No Drainboard
2.303.4 SHEET PILE ASSEMBLY - NO DRAINBOARD
2.312.1 Shoring e.hanger Detail
2.312.2 Shoring Nailing Pattern for e.hanger
2.320.1 Shoring Penetration Pipe
2.320.2 Shoring Penetration Pipe Link-Seal
2.321.1 Shoring Penetration Rebar Wire Tie
2.322.1 Shoring Penetration Single Bar Tie Back Non-Detentioned
2.322.2 Shoring Penetration Multiple Cable Tie Back/Soil Nail Non-Detentioned
2.323.1 Shoring Penetration Tie Back Detentioned Block Out
2.323.2 Shoring Detentioned Tie-Back
2.324.1 Shoring Single Bar Tie Back Cover
2.324.2 Shoring Single Bar Tie Back Cover Detentioned
2.325.1 Shoring Raker Penetration with Full Blockout
2.325.6 Shoring Raker Penetration with Shallow Blockout
2.326.2.2 Shoring Nelson Stud Penetration - Option 2
2.330.1 SHORING PERIMETER FOOTING WITH DRAIN
2.330.1.1 SHORING PERIMETER FOOTING with DRAIN SIDE OUT with ROCK POCKET
2.331.1 Shoring Termination @ Grade
2.331.2 Shoring Termination @ Grade with Cementitious Board
E.Series
2.340.1 Shoring Assembly Transition to Deck Assembly
2.340.2 Shoring Transition to E.Protect+ Deck Concrete Topping
2.340.2.1 Shoring Back Lagging Transition to E.Protect+ Deck Concrete Topping
2.340.3 Shoring Transition to E.Protect+ Deck Asphalt Topping
2.340.3.1 Shoring Back Lagging Transition to E.Protect+ Deck Asphalt Topping
2.340.3.14 E.Protect Shoring Assembly Transition to Hot Fluid Applied
2.340.4 Shoring Transition to E.Protect+ Deck Pavers
E.Series
2.341.1 Shoring Assembly Transition to Deck Assembly w/Concrete Topping
2.341.2 Shoring Transition to E.Protect Deck Concrete Topping
2.341.2.1 Shoring Back Lagging Transition to E.Protect Deck Concrete Topping
2.341.3 Shoring Transition to E.Protect Deck Asphalt Topping
2.341.3.1 Shoring Back Lagging Transition to E.Protect Deck Asphalt Topping
2.341.4 Shoring Transition to E.Protect Deck Pavers
E.Series
2.350.1.01 E.Protect Shoring Assembly Transition to E.Proformance Shoring Assembly
E.Series
2.350.2.01 E.Protect Shoring Assembly Transition to E.Proformance Shoring Assembly w/Rock Pocket
E.Series
2.350.3.01 E.Protect Shoring Assembly Transition to E.Proformance Shoring Assembly w/Side Drain
2.360.1 Shoring Back Lagged Cross Strap Preparation
2.380.1 Shoring Elevator Pit