1/40 46/201 TS- -ZD5000

European Technical ApprovalCertificate

Approval Number ETA-1 /0 0202

Issuing BodyOIB Austrian Institute

ConstructionofEngineering

Date of Issue October 28 10, 20

Date of Expiration October 27 5, 201

Certificate of Conformity

CE Number 1159-CPD-03 /1205

Issuing Body BauCert Steiermark

Date of Issue February 28, 2012

Date of Expiration October 27 5, 201

Area ofApplication:TRUMER rockfall catchment fences were developed to protectinfrastructure, utilities, buildings and lives from falling debris.Typical catchment fences are installed in run-out or depositionzones, close to the elements at risk that they protect. The TS-5000-ZD used for projects of high risk (Consequence Class inisEN 1990:2003 ) as per ONR 24810 .[1] [2]

Material:TRUMER uses steel components and steel wire ropes made fromhigh quality materials, following a stringent quality assuranceprogram. The structure was tested as per ETAG 27 and[3]manufactured in accordance with the European TechnicalApproval ETA-1 /0 . TRUMER Schutzbauten GmbH is ISO0 2029001:2008 certified.

Installation:The TS- -ZD has been designed with as few components as5000possible to simplify installation and reduce maintenance. Inaddition, the systems can be installed by hand, with heavymachinery or with the use of a helicopter. Foundation design andconstruction is dependant on site conditions and are theresponsibility of the project engineer.

Advantages:This system has been tested with no failures of primarycomponents even though certification allows such failures. Assuch, the TS- -ZD rockfall catchment fence carries the5000highest safety ratings.

Test Report Summary

Test Height m (ft)

Maximum Elongation m (ft)

Residual Height Class

Component Failure

Primary Net Opening

6.0 19.7( )

None

8.62 (28.28)

A (≥50%)

None

Secondary Mesh None

Classification

Style

Energy Class

Approved Heights m (ft)

Verification

TS- -ZD5000

Hinged System

6.0 7.0- ( - )19.7 23.0

F S Tull cale ested

Model

Certification ETAG 27 ertifiedC

8

Service Energy LevelkJ (ft-tons)

1660 (612)

Maximum Energy LevelCertified/Tested kJ (ft-tons)

5000(1844)

5315(1960)/

TS -ZD-5000 (acc. to ETAG27) - Data Sheet

Rockfallp srotection ystem

Trumer Schutzbauten GmbH • Weissenbach 106 • 5431 Kuchl • AustriaTel.: +43 6244 20325 • Fax: +43 6244 20325-11 • www.trumer.cc

Support Structure

Integrated Ladder

Rope Guides

Post Weight6 meter post height kg (lbs)

Base Plate Footprint mm (in.)

HEB 400

1158 2552( )

790 35x 0 ( x )31.1 13.8

75 165( )

Post Type

Rungs every 0.5 m

Integrated

Base Plate Weight kg (lbs)

Base Plate Connection Tongue and Pin

2Anchors per base plate

Anchor Forces kN (kips)

Max. Lateral Anchor (F )k,lat

Retaining Rope Anchor (F )k,ret

307 69.0( )

Base Plate (F )k,par

299 ( )67.2

343 77.1( )

Ropes

Mid

dle

Reta

inin

gB

eari

ng Rope Diameter mm (in.)

Corrosion Protection

Brake Element Model

4

24 (0. )945

2

Quantity per fence segment

AVT phx 0/30- .58 3

Zn or ZnAl (Class B)A or

Brake Elements p rer ope

Rope Diameter mm (in.)

Corrosion Protection

Brake Element Model

24 (0.945)

4Brake Elements p rer ope

Zn or ZnAl (Class B)A or

AVT phx 0/30- .58 4

4Quantity per fence segment

Rope Diameter mm (in.)

Corrosion Protection

Brake Element Model

4

24 (0. )945

1

Zn or ZnAl (Class )A or B

Brake Elements p rer ope

AVT phx 0/30- .58 2

Quantity per post

2 4/0 46/201 TS- -ZD5000

Primary Net

Omega-Net /110.5 80

Steel Wire Cable

~ 1 x 180 80 ( x )7.1 7.1

~ 10.5 ( )2.15

ZnAl (Class A)

Threaded

10.5 (0. )413

1 x Spiral19

1/2” Shackle

2.1 (0. )083

756 51802( )

Type

Rope Diameter mm (in.)

Rope Construction

Mesh Size mm (in.)

Unit Weight kg/m (lb/ft )2 2

Connection to Main Ropes

Model

Connection to Adjacent Panel

Corrosion Protection

Single Wire Diameter mm (in.)

Mesh Tensile Strengthcalculated kN/m (lbf/ft)

Retaining Rope Anchorage

Fk,re

t

Retaining Rope

Anchor

AnchorLoop

Retaining Rope

Fk,re

t

Fk,re

t

Fk,re

t

Lateral Anchorage

AnchorLoop

Brake Element

Anchor

Brake ElementFk,lat

F k,lat

Upper Bearing Rope

Lower Bearing Rope

Side Stabilisation Rope

Middle Rope

F k,lat

Fk,lat

Base Plate/Foundation

LowerBearingRope

Post

Hinge Pin

Anchor Nut

Base Plate

Anchor

AnchorNut

MicropileTube

Fk,par45°

Anchor

8 - 12 m

7 8- m

78

-m

Retaining RopeAnchor

LateralAnchor

Upper Bearing Rope

Retaining Rope

Lower Bearing Rope

Side Stabilisation Rope

BrakeElement

Middle Rope

Typical Layout

3 4/0 46/201 TS- -ZD5000

General Layout andAnchorage:The suggested layout for therockfall catchment fence followsthe constructive rules of the ONR24810. In general, post spacing iskept between 8 - 12 m. Postsshould be positioned to create thegreatest capture shadow withregards to vertical as well as lateralspread of falling debris, with thefence roughly perpendicular to thefall line. Avoid the placement ofposts in areas that increase thechance of a direct post impact.

Anchor layout should follow thegeometry provided in theinstallation manual with the anchororiented as close as possible to thedirection of the anticipated ropeforces. It is acknowledged that dueto site characteristics deviationsfrom the ideal are unavoidable. Inthis case, the project engineershould use their best judg ment toefind a suitable location andorientation.

78-

m

6-

7m

Post

Retaining Rope

Retaining RopeAnchorAnchor

Eye

Base Plate

Rope Guide

Base PlateAnchor

Brake Element

Typical Cross Section

Typical Recommended Anchors Based on Steel Grade*(per 50 m, 10 m post spacing)

Base Plate Anchor

Lateral Anchor

Retaining Rope Anchor

Quantity 500/550 (MPa) 670/800 (MPa)

12 35

8 40 35

24 40 35

40

* Actual anchorage to be determined by a qualified engineer in accordance with local regulations. Herein, the factors ofsafety were applied according to the ONR 24810 guidelines. If multiple ropes are led to one anchor, it is recommendedthat characteristic force values be added in a scalar manner according to ONR 24810.

470 min (MPa)

site dependent

R51-660

R51-660

(e.g. IBO)(e.g. GEWI Plus)(e.g. GEWI)

References:1. CEN. EN 1990:2003, Eurocode – Basis of structuraldesign, 2005.

2. Austrian Standards Institute. ONR 24810,Technical protection against rockfall - Terms anddefinitions, effects of actions, design, monitoring andmaintenance, 2013.

3. EOTA. Guideline for European technical approvalof falling rock protection kits (ETAG 27), February2008.

MEL Pre-test Photo, Side MEL Post-test Photo, Side

MEL Pre-test Photo, Front

MEL Post-test Photo, Front

4 4/0 46/201 TS- -ZD5000

Tested Energy LevelkJ (ft-tons)

5315(1960)