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FITT Resources Mangrove Creek Dam NSW Concrete Repairs

FITT Resources recently completed a series of repair works on the Mangrove Creek Dam in NSW, on behalf of the Central Coast Council. The scope of works, which were completed between October 2019 and April 2020, included a series of joint repairs on the spillway chute wall, along with repairs to the slab floor, plus concrete repairs to cracks in the spillway wall, the dam face joint, and the interface between the dam wall and the toe slab.

FITT Resources recently completed a series of repair works on the Mangrove Creek Dam in NSW, on behalf of the Central Coast Council. The scope of works, which were completed between October 2019 and April 2020, included a series of joint repairs on the spillway chute wall, along with repairs to the slab floor, plus concrete repairs to cracks in the spillway wall, the dam face joint, and the interface between the dam wall and the toe slab.

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Fitt Resources

PROJECT DETAILS

CPA/2183 SPILLWAY REPAIR WORKS

MANGROVE CREEK DAM

www.fittresources.com.au


Spillway Chute Wall Joint Repair

• The affected spillway wall joints should be cleaned out and filled with mastic

sealant

• 6 joints of approx. 10 m height

• 20 joints of approx. 6 m height

• 16 joints of approx. 3.8 m height

Spillway Chute Floor Slab Repair

• 4 joints of varying length (Avg 15 Lm per joint) to be repaired having significant

spalling or cracking

Other Concrete Repairs

• Carry out Concrete repair works to Spillway Wall Crack, Dam Face Joint and

Interface between Dam Wall & Toe Slab

SCOPE OF WORKS


Spillway Chute Wall Joint Repair

• Replacement of all joint filler on all

vertical movement joints in the

eastern and western walls of the

spillway

• Water and grit blast to remove all

existing materials and shall be

made thoroughly dry, clean and

frost free.

• Expand foam Closed Cell shall be

push fitted back into the joint.

• Apply Parchem Emer Seal 200

sealant firmly into the joint.

• 6 joints of approx. 10 m height

• 20 joints of approx. 6 m height

• 16 joints of approx. 3.8 m height

SPILLWAY WALL JOINT REPAIR


ACCESS SCAFFOLDING


10 M HEIGHT WALL JOINT REPAIR


10 M HEIGHT WALL JOINT REPAIR


PROGRESS PHOTOS


PROGRESS PHOTOS


• Work on suitable Projected Engineered

Work Platform

• Work platform shall be safely anchored and

supported with quality 5 Ton diesel

hydraulic lifting winch.

STEEP SLOPE PORTION REPAIR - ENGINEERING INNOVATION


STEEP SLOPE PORTION REPAIR - ENGINEERING INNOVATION


Spillway Chute Floor Slab Repair

• 4 joints of varying length

(Avg 15 Lm per joint) to be

repaired

• Concrete cutting 1 m on

either side of the joint upto

avg. depth of 125 mm

• Expose and treat corroded

reo bars with anti-corrosive

coating

• Install SL 81 Mesh and

Anchor bars

• Pour 5 mm aggr. Concrete

upto slab level

SPILLWAY FLOOR SLAB REPAIR - SCOPE


SPILLWAY FLOOR SLAB – CONCRETE CUTTING


SPILLWAY FLOOR SLAB – CONCRETE CUTTING


SPILLWAY FLOOR SLAB – TREATMENT OF EXPOSED REO


SPILLWAY FLOOR SLAB – MESH AND ANCHOR INSTALL


SPILLWAY FLOOR SLAB – CONCRETING


SPILLWAY FLOOR SLAB – FINISHED VIEW


SPILLWAY FLOOR SLAB – FINISHED VIEW


Other Concrete Repairs

Carry out Concrete repair works to Spillway Wall Crack, Dam Face Joint and Interface

between Dam Wall & Toe Slab

OTHER CONCRETE REPAIRS


Major Equipment

• Long boom Concrete Pump – 50 Lm

• Concrete Mixer

• Cranes – 60 Ton & 25 Ton

• 5 Ton Hydraulic Winch

• Engineered Platform

• 5 Ton Forklift

• Jack Hammers

• Saw cutting Machine

• Generators

• Minor Tools

MAJOR EQUIPMENT


• Being the third lowest in terms of tender pricing, Contract was awarded to us based on the

best proposed methodology considering value for money.

• Project completion date was extended due to additional works, X mas holidays, Bushfire,

Inclement weather and COVID-19 which was approved by Council without charging any delay

damages.

• Council appreciated the professionalism in completing the project that too with great efficacy.

• We believe the Project was completed within Council’s budget even though there were some

additional works and variations.

CONCLUSION


engineered for service

Head Office & Service Centre 27 Awaba St Lisarow NSW 2250

1300 653 229 • contact@fittresources.com.au • www.fittresources.com.au

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