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Chaplin Grout Plant and
Headwall Construction
Spring 2014
Councillor Stintz Briefing
February 3, 2014
Jamie Robinson

Director, Communications and Community Relations
Toronto Expansion Projects, Metrolinx

1
Eglinton Crosstown LRT
 Project
 $4.9 B (2010$), funded by the Province of Ontario
 19 kilometres east-west LRT from Kennedy to
Jane/Black Creek, including 10 kilometers of tunnel
 Connections to Yonge-University-Spadina Subway,
Scarborough RT and GO Stouffville
 Up to 26 stations

2
Tunnelling Works 2014

3
Tunnelling Update
 TBM 1 is well underway with tunnelling; just recently bored
through our west headwall at Keele St.
 TBM 2, a twin machine, has been assembled and is
following closely behind

4
Tunnel Drive Sequence
1. Construct
Tunnel Launch
Shaft

5

2. Construct
Extraction Shaft
Tunnel Drive Sequence
Commence Mining
Twin Tunnels
Install Jet Grout
Block “Headwalls”
from Surface

6
Tunnel Drive Sequence

Mine-Through Jet
Grout Blocks

7
Tunnel Drive Sequence

After Tunnel Contract:
• Install Station
Sidewall and
Headwall Support of
Excavation
• Excavate Station and

Commence
Removing Concrete
Tunnel Liners

Finally:
• Station Box Fully
Excavated & Tunnel
Lining Removed (Not
shown)
8
Launch Shaft Tunnel Boring Machine

9
Tunnel Drive Works 2013

10
Tunnel Drive Works Current Status
 In 2013 the majority of tunnel works took place between
Black Creek Drive and the vicinity of Allen Road
 In 2014 work continues east of Allen Road
 Crews are starting the construction of headwalls and utility
relocation at future station sites along Eglinton Avenue
West

11
Tunnel Drive Works
 Headwalls: Temporary support walls for future excavation
of the LRT stations.
 Made of concrete and installed to the depth of the future
track level
 Two methods of installation used: Secant Pile Walls, Jet
Grout
 Machinery including drill rigs, grout tanks, diggers and other
equipment

12
Tunnel Drive Works

Secant pile wall : formed by
intersecting concrete piles
13

Jet grout wall : uses engineered
grout to form wall in situ
Jet Grout Headwalls

14
15
Grout Plant for Headwall Construction
Why a grout plant at Chaplin?
 Headwalls for Chaplin required
 Gilgorm adjacent to work site
 Gilgorm to remain open one lane northbound
 Allows efficient use of space
 Other options examined included Vesta Drive and Eglinton
 Gilgorm preferred because of:
reduced property impact
reduced footprint on Eglinton Ave.
16
Grout Plant at Chaplin

 The site will be situated on Metrolinxowned property and occupy City of
Toronto roadway
 A fence will enclose the site to
demarcate the site from the public
roadway throughout the entire works
 The plant will service headwall
construction for Chaplin Station and
cross-passages at Vesta Dr and
Castle Knock Road
 The site is expected to be in place
for approximately 8-10 months

17
Grout Plant at Chaplin
Advantages of jet grout
technique for headwall
installation:
Reduce requirement for
extensive utility relocation
Overall construction time
savings

18
Timeline

With appropriate permissions in place Metrolinx’ contractor will:
 Begin to set up the grout plant
 Install fencing and secure the perimeter
 Install grout lines in the roadway
 Test works
 Begin Chaplin headwall construction works
 Chaplin headwall construction is currently scheduled to
commence in March 2014
 8-10 months anticipated
 Headwall works at Avenue Road and Bathurst are currently
being reviewed
19
Chaplin Work Staging- South Setup
 Work is set up on the south side of Eglinton
 The work zone is separated from the ROW with concrete
barriers and fencing
 Unoccupied traffic lanes remain open on the north side of
Eglinton with one lane in each direction
 Through-traffic southbound on Chaplin at Eglinton will not
be permitted
 Southbound traffic must exit at Eglinton or choose an
alternate route
 Expected duration: Approximately 4 months
20
Chaplin Work Staging- North Setup

 A work site is set up on the north side of Eglinton
 The work zone is separated from the ROW with concrete
barriers and fencing
 Unoccupied traffic lanes remain open on the south side of
Eglinton with one lane in each direction
 Through-traffic northbound on Chaplin at Eglinton will not
be permitted
 Northbound traffic must exit at Eglinton or choose an
alternate route
 Expected duration: Approximately 4 months
 Latimer Avenue is closed to/from Eglinton during this phase
21
Chaplin Station
Plan View

22
Chaplin Station
Preliminary Station Concept

Looking West

23
Chaplin Station
Entrance Locations
Primary Entrance

Secondary Entrance

Secondary Entrance

24
Next Steps
 Community Relations will outreach to specific condos and
apartment buildings to raise awareness of the site and
planned works
 Co-ordination with TTC will continue to ensure continued
bus service
 Co-ordination with local Fire Station also continues to
ensure service levels

25
www.metrolinx.com

Thank you
26

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Chaplin Grout Plant and Headwall Construction

  • 1. Chaplin Grout Plant and Headwall Construction Spring 2014 Councillor Stintz Briefing February 3, 2014 Jamie Robinson Director, Communications and Community Relations Toronto Expansion Projects, Metrolinx 1
  • 2. Eglinton Crosstown LRT  Project  $4.9 B (2010$), funded by the Province of Ontario  19 kilometres east-west LRT from Kennedy to Jane/Black Creek, including 10 kilometers of tunnel  Connections to Yonge-University-Spadina Subway, Scarborough RT and GO Stouffville  Up to 26 stations 2
  • 4. Tunnelling Update  TBM 1 is well underway with tunnelling; just recently bored through our west headwall at Keele St.  TBM 2, a twin machine, has been assembled and is following closely behind 4
  • 5. Tunnel Drive Sequence 1. Construct Tunnel Launch Shaft 5 2. Construct Extraction Shaft
  • 6. Tunnel Drive Sequence Commence Mining Twin Tunnels Install Jet Grout Block “Headwalls” from Surface 6
  • 8. Tunnel Drive Sequence After Tunnel Contract: • Install Station Sidewall and Headwall Support of Excavation • Excavate Station and Commence Removing Concrete Tunnel Liners Finally: • Station Box Fully Excavated & Tunnel Lining Removed (Not shown) 8
  • 9. Launch Shaft Tunnel Boring Machine 9
  • 11. Tunnel Drive Works Current Status  In 2013 the majority of tunnel works took place between Black Creek Drive and the vicinity of Allen Road  In 2014 work continues east of Allen Road  Crews are starting the construction of headwalls and utility relocation at future station sites along Eglinton Avenue West 11
  • 12. Tunnel Drive Works  Headwalls: Temporary support walls for future excavation of the LRT stations.  Made of concrete and installed to the depth of the future track level  Two methods of installation used: Secant Pile Walls, Jet Grout  Machinery including drill rigs, grout tanks, diggers and other equipment 12
  • 13. Tunnel Drive Works Secant pile wall : formed by intersecting concrete piles 13 Jet grout wall : uses engineered grout to form wall in situ
  • 15. 15
  • 16. Grout Plant for Headwall Construction Why a grout plant at Chaplin?  Headwalls for Chaplin required  Gilgorm adjacent to work site  Gilgorm to remain open one lane northbound  Allows efficient use of space  Other options examined included Vesta Drive and Eglinton  Gilgorm preferred because of: reduced property impact reduced footprint on Eglinton Ave. 16
  • 17. Grout Plant at Chaplin  The site will be situated on Metrolinxowned property and occupy City of Toronto roadway  A fence will enclose the site to demarcate the site from the public roadway throughout the entire works  The plant will service headwall construction for Chaplin Station and cross-passages at Vesta Dr and Castle Knock Road  The site is expected to be in place for approximately 8-10 months 17
  • 18. Grout Plant at Chaplin Advantages of jet grout technique for headwall installation: Reduce requirement for extensive utility relocation Overall construction time savings 18
  • 19. Timeline With appropriate permissions in place Metrolinx’ contractor will:  Begin to set up the grout plant  Install fencing and secure the perimeter  Install grout lines in the roadway  Test works  Begin Chaplin headwall construction works  Chaplin headwall construction is currently scheduled to commence in March 2014  8-10 months anticipated  Headwall works at Avenue Road and Bathurst are currently being reviewed 19
  • 20. Chaplin Work Staging- South Setup  Work is set up on the south side of Eglinton  The work zone is separated from the ROW with concrete barriers and fencing  Unoccupied traffic lanes remain open on the north side of Eglinton with one lane in each direction  Through-traffic southbound on Chaplin at Eglinton will not be permitted  Southbound traffic must exit at Eglinton or choose an alternate route  Expected duration: Approximately 4 months 20
  • 21. Chaplin Work Staging- North Setup  A work site is set up on the north side of Eglinton  The work zone is separated from the ROW with concrete barriers and fencing  Unoccupied traffic lanes remain open on the south side of Eglinton with one lane in each direction  Through-traffic northbound on Chaplin at Eglinton will not be permitted  Northbound traffic must exit at Eglinton or choose an alternate route  Expected duration: Approximately 4 months  Latimer Avenue is closed to/from Eglinton during this phase 21
  • 23. Chaplin Station Preliminary Station Concept Looking West 23
  • 24. Chaplin Station Entrance Locations Primary Entrance Secondary Entrance Secondary Entrance 24
  • 25. Next Steps  Community Relations will outreach to specific condos and apartment buildings to raise awareness of the site and planned works  Co-ordination with TTC will continue to ensure continued bus service  Co-ordination with local Fire Station also continues to ensure service levels 25