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13

Release  07/19

ET-SS

Tangent End Terminal

Created May 2016 

Allrights in copyright reserved

www.ingalcivil.co.nz

18

The SoftStop

®

System posts may b e inserted into the soil u sing an au ger or post pou nding eq u ipment 

u sed for the placement of gu ardrail posts. If an au ger is u sed, ensu re diameter is large enou gh to allow  
for proper compaction of state/ specifying agency approv ed fill material. All SoftStop

®

System posts are 

to b e assemb led plu mb . Proper compaction mu st b e accomplished for all posts in accordance w ith 
state/ specifying agency  gu idelines.

If rock is encou ntered at post locations 2- 8,  refer to the local specifying agency gu idelines and the 
AASHTO Roadside Design Gu ide for req u irements for emb edment depth into the rock and siz e of the 
hole. If rock is encou ntered at post locations 0- 1,  au ger a hole in the rock large enou gh for fu ll post 
emb edment and proper compaction of approv ed fill material.

If rigid pav ement ( e.g. concrete or asphalt) of any thickness is encou ntered at post locations 0- 8, ensu re 
a proper “ leav e- ou t” area ( the specified siz e of open space as defined in the AASHTO Roadside Design 
Gu ide) is prov ided arou nd the posts and filled w ith state/ specifying agency approv ed b ackfill material.

* Grou t fill material mu st hav e a 28- day compressiv e strength of 120 psi ( 0.85 MPa)  or less.

D rawing S ource:  AAS H T O  R oadside D esign G uide,  4

th

E dition 2011

Steel Post Detail

Section A- A

www.ingalcivil.com.au

Figure 7: Steel Post Detail

Created May 2016 

Allrights in copyright reserved

www.ingalcivil.co.nz

18

The SoftStop

®

System posts may b e inserted into the soil u sing an au ger or post pou nding eq u ipment 

u sed for the placement of gu ardrail posts. If an au ger is u sed, ensu re diameter is large enou gh to allow  
for proper compaction of state/ specifying agency approv ed fill material. All SoftStop

®

System posts are 

to b e assemb led plu mb . Proper compaction mu st b e accomplished for all posts in accordance w ith 
state/ specifying agency  gu idelines.

If rock is encou ntered at post locations 2- 8,  refer to the local specifying agency gu idelines and the 
AASHTO Roadside Design Gu ide for req u irements for emb edment depth into the rock and siz e of the 
hole. If rock is encou ntered at post locations 0- 1,  au ger a hole in the rock large enou gh for fu ll post 
emb edment and proper compaction of approv ed fill material.

If rigid pav ement ( e.g. concrete or asphalt) of any thickness is encou ntered at post locations 0- 8, ensu re 
a proper “ leav e- ou t” area ( the specified siz e of open space as defined in the AASHTO Roadside Design 
Gu ide) is prov ided arou nd the posts and filled w ith state/ specifying agency approv ed b ackfill material.

* Grou t fill material mu st hav e a 28- day compressiv e strength of 120 psi ( 0.85 MPa)  or less.

D rawing S ource:  AAS H T O  R oadside D esign G uide,  4

th

E dition 2011

Steel Post Detail

Section A- A

www.ingalcivil.com.au

Figure 8: Section A-A

Figure 9: ET-SS System (Test Level 3) – Post Placement Diagram

Notes:
1.  Post 0-8 part of ET-SS System TL3
2.  Post 9 is first post of longitudinal w-beam system (not included with ET-SS System)
3.  Spacing between posts is on centre as shown
4.  All ET-SS System posts must be installed plumb
5.  Guardrail splice joint located at Post 9

Содержание ET-SS

Страница 1: ...www ingalcivil com au Release 07 19 ProductManual ET SS Tangent EndTerminal ...

Страница 2: ...ons in this Manual are based on the latest ET SS System information available from the designers of the System to Ingal Civil Products at the time of printing We reserve the right to make changes to this Manual at any time Please contact Ingal Civil Products to confirm that you are referring to the most current instructions Important Theseinstructionsaretobeusedonlyinconjunctionwiththeassembly mai...

Страница 3: ...e evaluation in the selection of a highway product For example kerbs could cause an untested effect on an impacting vehicle After an impact occurs the debris from the impact must be removed from the area immediately and the specified highway product must be evaluated and restored to its original specified condition or replaced as the highway authority determines as soon as possible Product selecti...

Страница 4: ...used to terminate postW beam guardrail measuring between 705 mm to 787 mm with state approved transition see Appendix for example The ET SS System contains a ET SS Impact Head ET SS Anchor Rail ET SS Anchor Post Post 0 ET SS Angle Strut two 2 Steel Yielding Terminal Posts SYTP Posts 1 2 and required hardware accessories The remaining length of the system beyond Post 2 uses System Line Posts Offset...

Страница 5: ...llation ensure the variant of highway safety barrier is accepted for use by the final asset owner ET SS Assembly Configurations Test Level Design Speed Required System Length Posts Test Level 3 100 km h 15 48m Posts 0 8 Test Level 2 70 km h 11 67m Posts 0 6 Test Level 1 50 km h 7 86m Posts 0 4 Test Level 3 15 48 m Test Level 2 11 67 m Test Level 1 7 86 m ...

Страница 6: ... 1 D ET SS Anchor Post Post 0 10007543 1 1 1 E ET SS SYTP 1460 mm 10007539 1 1 1 F SYTP Post 1830 mm 10001402 1 1 1 G System Line Post 1830 mm 10007540 6 4 2 H Offset King Block 10001397 7 5 3 I ET SS Anchor Paddle 10007542 1 1 1 K ET SS Keeper Plate 10007545 1 1 1 L ET SS Plate Washer 10007546 1 1 1 M ET SS Anchor Angle 10007544 2 2 2 N ET SS Angle Strut 10007547 1 1 1 O M8 x 65mm Hex Bolt 100075...

Страница 7: ... Anchor Paddle ID K PN 15207G ID L PN 15206G ID M PN 15201G SoftStop Keeper Plate SoftStop Plate Washer SoftStop Anchor Angle www ingalcivil com au ID N PN 15202G ID O PN 105285G ID P PN 105286G SoftStop Angle Stru t 5 16 x 2 5 Hex Bolt 5 16 x 1 5 Hex Bolt ID Q PN 3717G ID R PN 4489 G ID S PN 339 1G ID N PN 15202G ID O PN 105285G ID P PN 105286G SoftStop Angle Stru t 5 16 x 2 5 Hex Bolt 5 16 x 1 5...

Страница 8: ...olt 5 16 x 1 5 Hex Bolt ID Q PN 3717G ID R PN 4489 G ID S PN 339 1G 3 4 x 2 5 Hex Bolt 5 8 x 9 Hex Bolt 5 8 x 1 75 Hex Bolt ID T PN 3500G ID U PN 3360G ID V PN 49 02G 5 8 x 10 GR Bolt 5 8 x 1 25 GR Bolt 1 Rou ndWasher ID W PN 3701G ID X PN 4372G ID Y PN 3240G 3 4 Rou nd Washer 5 8 Rou nd Washer 5 16 Rou nd Washer Wide www ingalcivil com au Created May 2016 Allrightsincopyright reserved www ingalci...

Страница 9: ...appropriate end terminal has been selected for the specific site conditions Important DonotattachtheET SSSystemdirectlytoarigidbarrier i e concretebarrier wallorbridge pier without the use of a state specifying agency approved transition Important Ensure that the ET SS System assembly conforms to the local road design standards Important Ingal Civil Products does not direct grading Proper site gra...

Страница 10: ...set Requirements Within A Curve When the guardrail is terminated within a curve convex or concave and a ET SS System is attached the following instructions must be followed to ensure proper offset requirements within a curve for the ET SS System are met If the conditions below cannot be achieved it is recommended that the guardrail be extended past the curve until the conditions can be met The off...

Страница 11: ...10 mm 5 3 Concave Curve For radii between 152 m and 228 m the offset is 0 m to 457 mm For radii greater flatter than 228 m the offset is 0 m to 610 mm Figure 3 Entire Length of System Concave Curve For radii of 198 m or greater flatter the offset is 0 m to 610 mm 5 3 to 610 mm Figure 4 Convex curve Figure 5 Concave curve ...

Страница 12: ...ng post locations The ET SS System posts may be inserted into the soil using an auger or impact hammer pile driver used for the placement of guardrail posts If an auger is used ensure diameter is large enough to allow for proper compaction of agency approved fill material All ET SS System posts are to be assembled plumb Proper compaction must be accomplished for all posts in accordance with state ...

Страница 13: ...Allrightsincopyright reserved www ingalcivil co nz 18 If rock is encou ntered at post locations 2 8 refer to the local specifying agency gu idelines and the AASHTO Roadside Design Gu ide for req u irements for emb edment depth into the rock and siz e of the hole If rock is encou ntered at post locations 0 1 au ger a hole in the rock large enou gh for fu ll post emb edment and proper compaction of ...

Страница 14: ...es will protrude 102 mm above the finished grade line see Step 12 of this Assembly Manual Caution EnsuretheET SSSystemAnchorPostisassembledintheorientationshownabove Failureto follow this warning could result in serious injury or death in the event of a vehicle impact or collision with the system Caution EnsuretheET SSSystemAnchorPostisassembledintheorientationshownabove Failureto follow this warn...

Страница 15: ...assembled parallel to the finished grade line or have Figure 11 ET SS System Impact Head Created May 2016 Allrightsincopyright reserved www ingalcivil co nz 21 S of tS top S ystem I mpactH ead The SoftStop Impact Head 15208A component is symmetrical and can b e assemb led on the left or right shou lder The diagram b elow lists some of the su b components of the Impact Head T op G uide Channel B ot...

Страница 16: ...3 ASSEMBLY STEPS Important Always use safety precautions when performing assembly maintenance repair and or moving heaving equipment Ensure proper personal protective equipment PPE is worn Failure to follow this warning could result in serious injury or death ...

Страница 17: ... on the face of downstream guardrail to the finished grade and applying offset and post spacing requirements shown above 4 Ensure proper post spacing and post height is achieved for Posts 3 8 Part G per shown dimensions above Use only Trinity Highway parts that are specified herein for the ET SS System for assembling maintaining or repairing the ET SS System Do not utilise or otherwise comingle pa...

Страница 18: ...s not exceed 89 mm above finished grade 5 Ensure proper post spacing and post height is achieved per shown dimensions above E 10007539 1 EA D 10007543 1EA Use only Trinity Highway parts that are specified herein for the ET SS System for assembling maintaining or repairing the ET SS System Do not utilise or otherwise comingle parts from other systems even if those systems are Trinity Highway system...

Страница 19: ... 8 The Offset Block is equipped with a self hanging mounting tab Use only Trinity Highway parts that are specified herein for the ET SS System for assembling maintaining or repairing the ET SS System Do not utilise or otherwise comingle parts from other systems even if those systems are Trinity Highway systems WARNINGS Do not use any Offset Block Part H if they show signs of damage Seek replacemen...

Страница 20: ...st with shown hardware 4 Tighten all threaded hardware to a snug position with an appropriately sized wrench or socket T 10001300 1 EA BB 10001299 1EA Use only Trinity Highway parts that are specified herein for the ET SS System for assembling maintaining or repairing the ET SS System Do not utilise or otherwise comingle parts from other systems even if those systems are Trinity Highway systems WA...

Страница 21: ...an appropriately sized wrench or socket T 10001300 6 EA U 10007550 24 EA BB 10001299 30 EA Use only Trinity Highway parts that are specified herein for the ET SS System for assembling maintaining or repairing the ET SS System Do not utilise or otherwise comingle parts from other systems even if those systems are Trinity Highway systems WARNINGS Do not place anything between any post bolt head and ...

Страница 22: ...threaded hardware to a snug position with an appropriately sized wrench or socket U 10007550 8 EA BB 10001299 8 EA Use only Trinity Highway parts that are specified herein for the ET SS System for assembling maintaining or repairing the ET SS System Do not utilise or otherwise comingle parts from other systems even if those systems are Trinity Highway systems WARNINGS Do not bolt the ET SS Anchor ...

Страница 23: ... CC and tighten See Connection Bracket detail 4 Mechanically lift the exposed Anchor Rail until it aligns with the slot in the Anchor Post Post 0 when at rest P 10007553 1 EA Y 10007554 2 EA CC 10007555 1EA Use only Trinity Highway parts that are specified herein for the ET SS System for assembling maintaining or repairing the ET SS System Do not utilise or otherwise comingle parts from other syst...

Страница 24: ...lt as shown above The use of locking pliers or c clamps will aid the assembly process 3 Tighten all threaded hardware to a snug position with an appropriately sized wrench or socket W 10001284 4 EA AA 10001285 2 EA Q 10001286 2 EA Use only Trinity Highway parts that are specified herein for the ET SS System for assembling maintaining or repairing the ET SS System Do not utilise or otherwise coming...

Страница 25: ...SS Anchor Paddle Rod 5 Tighten all threaded hardware to a snug position with an appropriately sized wrench or socket CC 10007555 2 EA Z 10007549 1 EA V 10007548 1EA L 10007546 1 EA K 10007546 1 EA O 10007552 2 EA Use only Trinity Highway parts that are specified herein for the ET SS System for assembling maintaining or repairing the ET SS System Do not utilise or otherwise comingle parts from othe...

Страница 26: ...de with short leg down and fasten to Post 0 1 using shown hardware Part R S X BB 4 Tighten all threaded hardware to a snug position with an appropriately sized wrench or socket X 10007095 4 EA R 10007551 1 EA M 10007544 2 EA N 10007547 1 EA S 10007092 1 EA Use only Trinity Highway parts that are specified herein for the ET SS System for assembling maintaining or repairing the ET SS System Do not u...

Страница 27: ...inal Use only Trinity Highway parts that are specified herein for the ET SS System for assembling maintaining or repairing the ET SS System Do not utilise or otherwise comingle parts from other systems even if those systems are Trinity Highway systems WARNINGS Ensure delineation reflective sheeting used on ET SS System meets road authority specifications for proper delineation Use of steel delinea...

Страница 28: ...bolted to post 1 Step 7 Yes No Are SYT posts positioned at locations 1 2 with yield holes approximately centred at finished grade line Yes No Are posts 2 through 8 at the correct height of 813mm 20mm above ground level Yes No Are the rails secured to posts 3 through 8 posts 3 and 4 for the TL2 configuration Yes No Ensure first rail is NOT secured to post at location 2 Yes No Have the rails been jo...

Страница 29: ...ed from Ingal shall be used for the repair of the ET SS When replacing posts ensure that the disturbed foundation material is suitably compacted prior to the installation of replacement posts Damage Assessment of ET SS Type of Defect Description of the Defect Action to be Taken Galvanizingdamage onPosts Thesumtotalofthedamagedareadoesnotexceed45cm2 0 5 ofthetotalsurface area andnoindividualdamaged...

Страница 30: ...t post of longitudinal w beam system not included with ET SS System 3 Spacing between posts is on centre as shown 4 All ET SS System posts must be installed plumb 5 Guardrail splice joint located at Post 9 6 Before installation ensure the variant of highway safety barrier is accepted for use by the final asset owner TRAFFIC DIRECTION ...

Страница 31: ... post of longitudinal w beam system not included with ET SS System 3 Spacing between posts is on centre as shown 4 All ET SS System posts must be installed plumb 5 Guardrail splice joint located at Post 7 6 Before installation ensure the variant of highw ay safety barrier is accepted for use by the final asset owner TRAFFIC DIRECTION ...

Страница 32: ...t post of longitudinal w beam system not included with ET SS System 3 Spacing between posts is on centre as shown 4 All ET SS System posts must be installed plumb 5 Guardrail splice joint located at Post 5 6 Before installation ensure the variant of highway safety barrier is accepted for use by the final asset owner TRAFFIC DIRECTION ...

Страница 33: ...33 Release 07 19 ...

Страница 34: ...34 Release 07 19 Notes ...

Страница 35: ...35 Release 07 19 Notes ...

Страница 36: ... Adelaide Brisbane Melbourne Newcastle Perth Sydney Wagga Auckland Christchurch Head Office Sydney 57 65 Airds Road Minto NSW 2566 Ph 61 2 9827 3333 Fax 61 2 9827 3300 Local call within Australia 1300 446 425 Email sales ingalcivil com au For more information ...

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