R15 RMS Surveillance Checklist ILC-MI-TP3-405-SC Kerbs and gutters Ed 4 Rev 2

Information

Work Activity Record

2 CONSTRUCTION

No undercutting of the batters of cuttings has occurred to allow the construction of kerbs or gutters.
Are concrete properties and delivery, placing, compaction, finishing, curing and protection must be in accordance with RMS R53.
Are the profiles and dimensions as nominated on the Drawings
Have the subgrade, subbase and base layers supporting kerb and gutter been compacted to the standard specified for the adjacent pavement.
On completion of kerb, gutter and adjacent pavement the gutter lip must not be higher than, nor more than 10 mm lower than, the adjoining pavement surface at any point.
Unless shown otherwise on the Drawings, provide a steel float finish to gutter inverts and faces of kerbs.
Where directed by the Principal, provide a broomed finish to the tops of kerbs.
Have expansion joints been provided in kerbs and gutters alongside flexible pavements at all locations where kerbs and gutters abut structures including drainage pits, retaining walls and bridges. Fill these expansion joints with a preformed joint filler complying with RMS 3204.

Kerb and gutter alongside flexible pavement may be constructed in fixed forms or by extrusion or slip forming.

Kerb and gutter alongside the base and tied to the base : Is the longitudinal joint continuous over the full length without steps or offsets and must not deviate from a 3 m straight-edge by more than 20 mm after due allowance for planned curvature.
The longitudinal joint must be corrugated and tied as shown on the Drawings and as specified for the base.
Kerb and gutter alongside, but not tied to, the base. Seal the longitudinal joint as shown on the Drawings.
Are kerbs placed on top of a concrete base provided with ties as shown on the Drawings.
Where kerb and gutter is placed after construction of the concrete base: (i) complete the joint sealing in the base prior to the construction of the kerb and gutter to prevent the ingress of mormsr into joints in the base;
Where the kerb and gutter is to be placed alongside the base, extend the sealant down the full vertical face of transverse base joints and any underlying crack which exceeds 1 mm in width.
Where kerbs are placed on top of the concrete base, align each joint in the kerb with the underlying base joint.
Where kerb and gutter is placed alongside the base joints in the kerb and gutter must intersect at the common longitudinal joint (tolerance 15 mm) and their alignment must be:
(a) in kerb and gutter which is placed integrally with the base, align joints with those in the base; otherwise
(b) align joints at an angle of 90 deg to the line of the kerb.

G22 Safety and G36 Environmental

Have operators demonstrated their competence to operate the plant/equipment to the satisfaction of the contractor.
Has a SWMS been developed.
Is each and every item of plant being used for its designated and intended purposes.
Have the attachments for plant and processes been approved and used in accordance with their design and purposes.
Is the correct PPE being worn
Were any unsafe practices observed.
Good safe practices observed.

R44 Cl 1.7 Were erosion and sediment controls in place prior to the removal of any topsoil.
Are Erosion and Sediment controls measures being installed and maintained.
Has mud been prevented from being deposited on roadways.
Have any environmental incidents or potential incidents been observed.
Good environmental procedures observed.

Compliance and Follow-up action.