MA2 CONSULTANTS

CBR results requested / Refer to site specific construction table to ascertain approved specification.

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Formation cut undertaken during wet conditions.

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Condition of formation saturated reduce cut, cap, and protect appropriately.

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Provision of Geotextile membrane recommended.

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Provision of Geotextile membrane instructed.

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Formation not cut or trimmed to tolerance specified +10 or -30mm.

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Identified soft spots (Excavate and backfill with similar surrounding material).

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Formation not compacted at time of inspection.

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Formation not compacted sufficiently prior to placement of granular construction material.

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Inappropriate compaction plant equipment in use.

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Root infestation requires excavation to remove.

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Vehicular trafficking identified (Formation should not be trafficked) reduce cut, cap, and protect appropriately.

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Extensive sub formation failure identified (Evaluate and agree remedial procedure with LA site engineer).

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Formation frozen (Compaction not to be undertaken in such conditions).

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Transport vehicles trafficking over formation (Formation should not be trafficked) reduce cut, cap, and protect appropriately.

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Placement of fill material in excessively deep construction layers, Evaluation of compaction plant capability required to ascertain compaction rate and placement depth of layers.

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Testing in compliance of imported fill material inclusive moisture content requested.

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Placement of quarried 6F5 material works in progress (Refer to site specific construction table to ascertain thickness of construction dependent upon CBR values achieved).

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Placement of recycled 6F2 material works in progress (Refer to site specific construction table to ascertain thickness of construction dependent upon CBR values achieved).

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CBR compaction test results requested, to achieve a minimum 15% CBR value via a 450mm diameter test plate .

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Recycled 6F2 material requires grading certification 1 per each 100tonne produced.

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Capping layer construction depth exceeds maximum 225mm specified.

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Capping layer depth constructed less than minimum 110mm specified.

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Granular material frozen (Must be free from ice to achieve maximum compaction values).

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Inconsistent construction levels (Tolerance +10 or -30mm specified) Cut and trim to tolerance accordingly.

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Capping material not compacted during time of inspection.

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Capping material not compacted sufficiently prior to placement of Type 1 GSB.

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Inappropriate compaction plant equipment in use.

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Soft spots identified within capping layers.

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Wheel rutting identified within capping layers.

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Material contamination in excess of maximum 1% approved.

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Provision of conveyance ticket requested.

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Placement of quarried material works in progress (Refer to site specific construction table to ascertain thickness of construction dependent upon CBR values achieved).

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Placement of recycled material works in progress (Refer to site specific construction table to ascertain thickness of construction dependent upon CBR values achieved).

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CBR compaction test results requested, to achieve a minimum 30% CBR value via a 300mm diameter test plate.

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Recycled material requires grading certification 1 per each 100tonne produced.

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Type 1 GSB layer construction depth exceeds maximum 225mm specified.

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Capping layer depth constructed less than minimum 110mm specified.

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Type 1 GSB material frozen in situ (Must be free from ice to achieve maximum compaction values).

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Inconsistent construction levels (Tolerance +10 or -30mm specified) Cut and trim to tolerance accordingly.

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Type 1 GSB material not compacted during time of inspection.

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Type 1 GSB material not compacted sufficiently prior to placement of bituminous materials.

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Inappropriate compaction plant equipment in use.

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Soft spots identified within Type 1 GSB material (Excavate and reconstruct accordingly).

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Wheel rutting identified within Type 1 GSB material (Excavate, construct, and reconsolidate accordingly).

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Material contamination in excess of maximum 1% approved.

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Provision of conveyance tickets requested.

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As dug / site won material used for trench backfill (Unacceptable without prior agreement with WCC engineer).

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Excessive backfill layer depths identified. Maximum 225mm approved as standard with routine compaction evaluations undertaken throughout.

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Irregular constructed levels identified throughout trench backfill. Maximum 225mm approved as standard (Consistent trimmed layers required).

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Placement of recycled trench backfill material WIP.

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Placement of quarried trench backfill material WIP.

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Placement of approved site won trench backfill material WIP.

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No compaction of trench back fill evident.

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Frequency of compaction insufficient between layers.

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Granular material frozen (Must be free from ice prior to placement).

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Material contamination excessive.

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Provision of conveyance ticket requested.

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Compaction test results requested / TBC.

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Visual inspection of material is excessively wet (Moisture content tests requested).

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Sides of trench destabilised, backfill with similar surrounding material.

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Pipes diameter is not in accordance with specification.

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Manufactured pipe material TBC in compliance with specification.

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Pipe/s broken or cracked in-situ.

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Inconsistent pipe alignment and or level.

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Pipe bedding and surround material not provided.

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Pipe bedding material compliance with specification TBC with provision of conveyance ticket or testing as requested.

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Pipe bedding material contaminated.

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Insufficient depth of minimum 1.2m over pipe, requires concrete bed and surround protection.

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Rocker pipe not installed at inspection chamber.

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Expansion joint fibre board not installed as specified.

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Connection unsatisfactorily completed.

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Manufactured in line pipe connections required.

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Optional plastic gully pots approved to specified concrete.

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Location of road gully not in accordance with proposed layout.

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Proposed gully installation not located due to ramping materials.

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Proposed gully installation not located in proposed position.

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Lateral pipe connection adjoined and not singular to main or inspection chamber as specified.

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Proposed double gullies installed as singles.

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Gully pot positioned to far forward of constructed kerb foundation.

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Gully pot position situated to far back underside of constructed kerb foundation.

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Allowance for minimum of two or maximum of three courses of engineering bricks TBC.

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Insufficient concrete surrounding gully pot.

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Excessive amount of concrete surrounding gully pot.

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Mortar blown between brick courses off top of pot.

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Brickwork blown underside of ironworks apparatus.

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Specified mortar resin to affix ironworks unconfirmed.

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Gullies ironworks level low situated within section of carriageway.

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Gullies ironworks level high situated within section of carriageway.

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Gullies ironworks damaged situated within section of carriageway.

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Irregular gullies ironworks level situated within section of carriageway.

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Gullies ironworks not in accordance with specification.

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Settlement visually evident surrounding gullies ironworks.

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Gullies ironworks installed wrong way around.

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Gullies ironworks position situated incorrectly atop pot.

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Gullies ironworks position situated forward of kerb face.

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Gullies ironworks unsupported to front of pot.

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Gullies ironworks unsupported to back of pot.

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Gullies ironworks unsupported to sides of pot.

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Gullies cover rattling inside of frame.

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Gullies frame and cover loose and rocking in situ.

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Gullies hinge broken, requires replacement.

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Pedestrian grating required in location.

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Pedestrian grating installed incorrectly.

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Gullies ironworks clanking in situ when traversed by vehicles.

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Each individual gully requires separate lateral connection to main or associated inspection chamber.

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Lateral pipe diameter installation is not in accordance with specification.

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Lateral pipe manufacturers material is not in accordance with specification.

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Concrete bed and surround not provided over full length of lateral pipe.

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Concrete bed and surround not provided.

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Concrete bed and surround only provided down to 1.2m and not as specified.

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Inconsistent line and level.

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Diameter of ring TBC in accordance with specification.

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Excessive cuts in rings identified to incorporate drainage inlets and outlet pipes.

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Rings cut to incorporate drainage pipes are unapproved and require replacement.

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Ring cut down to accord with cover slab, structural integrity to be assessed.

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Ring cracked or fractured in situ.

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Sealant between rings not evident.

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Sealant between rings protruding into chamber.

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Open joints surrounding pipe inlet/outlet.

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Benching outstanding.

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Benching blown and or damaged.

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Snots over benching.

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Mortar blown to brickwork / risers or underside of frame and cover.

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Excessive mortar joints in excess of 10mm.

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Lifting eyes require filling.

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Water infiltration evident down the side of rings or over benching. Preventative measures required accordingly.

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Water infiltration evident around pipe connections into inspection chamber. Preventative measures required accordingly.

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Specified mortar resin to affix ironworks unconfirmed.

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Constructed cover slab level mirroring through carriageway bituminous construction.

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Review required to ascertain requirement for steps or ladder installation.

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Installation of steps or ladder outstanding.

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Steps installed do not accord with specification (Steps x 300mm wide at 250mm centres in encapsulated plastic).

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Ladder installed does not accord with specification (Steel ladders installed no greater than 675mm from top of cover and frame).

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Steps installed are damaged and require replacement.

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Steps installed are not secured to structure of rings and require replacement.

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Steps do not alight onto benching landing.

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Aperture of ironworks does not align with location of installed steps.

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Ladder installed is damaged and requires replacement.

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Ladder installed is not secured to structure of ring and requires replacement.

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Ladder does not alight onto benching landing.

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Aperture of ironworks does not align with location of installed ladder.

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Safety chains installation where the outgoing pipe diameter is 600mm or greater outstanding, broken our not secured satisfactorily.

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Settlement visually evident surrounding inspection chamber, potentially as a consequence of a lack of compaction.

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Inspection chambers ironwork’s level low situated within section of carriageway.

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Inspection chambers ironwork’s level high situated within section of carriageway.

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Inspection chambers ironwork’s damaged situated within section of carriageway.

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Irregular inspection chamber level situated within section of carriageway.

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Inspection chambers ironwork’s specification not in accordance with specification.

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Inspection chamber ironworks loose and rocking in situ.

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Ironworks clanking in situ when traversed by vehicles.

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HFS (High Friction Surface) inspection chamber cover not provided as specified.

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Settlement visually evident surrounding ironworks.

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Delivery and laying temperature issues (Refer to guidelines / specifications).

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Post placement of Matrix in excess of 10 days.

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In unsuitable conditions or emergencies post 10 days placement refer to laying specifications.

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Laying tolerances in excess of specified maximum of +or- 15mm.

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Laying of surfacing material undertaken in temperatures below -1 on rising thermometer.

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Standing surface water evident prior to commencement of laying material.

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Prolonged rain during laying process of material noted and advised to operatives and available site management.

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Excessively windy conditions (Refer to laying temperature specifications).

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Falling debris etc i.e. tree / hedge arisings compacted within matrix layer.

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Compaction issues noted and to be reviewed as advised to operatives and available site management.

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Excessively open texture course identified in section of carriageway.

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Aggregate egress evident in section of carriageway.

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Laying process undertaken on wet/saturated granular material, as advised to operatives and available site management.

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Granular construction rutting under weight of plant, equipment, and delivery lorries.

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Nuclear density measurements not being undertaken at time of placement of material.

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Delivery and laying temperature issues (Refer to guidelines / specifications).

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Post placement of Matrix in excess of 10 days.

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In unsuitable conditions or emergencies post 10 days placement refer to laying specifications.

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Application of Bond coat omitted between AC32 and AC20.

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Application of Bond coat insufficient rate of spread between AC32 and AC20.

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Laying tolerances in excess of specified maximum of +or- 6mm.

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Placement undertaken below -1 Air temperature on rising thermometer.

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Standing surface water evident prior to commencement of laying material.

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Prolonged rain during laying process of material.

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Excessively windy conditions (Refer to laying temperature specifications).

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Compaction issues! noted and to be reviewed as advised to operatives and available site management.

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Excessively open texture course identified in section of carriageway.

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Aggregate egress evident in section of carriageway.

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Laying process undertaken on wet/saturated granular material.

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Base course construction rutting under weight of plant and equipment.

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Nuclear density measurements not being undertaken at time of placement of material.

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Falling debris etc i.e., tree / hedge arisings compacted within matrix layer.

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Debonding visually evident in section/s.

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Delivery and laying temperature issues (Refer to guidelines / specifications).

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Application of Bond coat omitted between AC20 and Surface course material.

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Application of Bond coat insufficient rate of spread between AC20 and Surface course material.

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Laying tolerances in excess of specified maximum of +or- 6mm.

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Placement undertaken below -1 Air temperature on rising thermometer.

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Standing surface water evident prior to commencement of laying material.

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Prolonged rain during laying process of material.

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Excessively windy conditions (Refer to laying temperature specifications).

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Compaction issues! noted and to be reviewed as advised to operatives and available site management.

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Excessively open texture course identified in section of carriageway.

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Aggregate egress evident in section of carriageway.

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Base and Binder course construction rutting under weight of plant and equipment.

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Falling debris etc i.e., tree / hedge arisings compacted within matrix layer.

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Debonding visually evident in section/s.

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Open joint evident to face of kerb.

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Open surfacing joint requires over banding (Hapas approved material specified).

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Finished levels above specified 125mm kerb face (Note +or – 5mm tolerance).

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Finished levels below specified 125mm kerb face (Note +or – 5mm tolerance).

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Kerb foundation dimensions non-compliance with specification.

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Concrete specification non-compliance (ST4 specified).

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Slump of concrete to dry.

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Slump of concrete too wet.

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No poker vibrator in use on site at time of placement of foundation concrete.

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No poker vibrator in use on site at time of placement of backing concrete.

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Backing concrete constructed to high (Specified 85mm below top of kerb).

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Backing concrete constructed to low (Specified 85mm below top of kerb).

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Kerb mortar bedding material to dry.

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Kerb mortar bedding material to wet.

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Kerb spacing between kerbs excessive (2mm specified).

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Kerb spacing between kerbs to tight (2mm specified).

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150 x 125 BN kerb installation not in compliance with specified 225 x 125mm kerb in section.

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Width of constructed BN kerbs insufficient to negotiate access onto private driveway.

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Extend BN kerb width to accord with associated vehicular crossing with allowance for entry and exit over extent of BN kerb.

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Excessive width of BN kerbs in section.

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Reduce width of BN kerbs in section.

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Adjoining DR1 / DL1 kerbs in section unacceptable.

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Kerb face in section is in excess of specified 125mm.

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Kerb face in section installed below specified 125mm.

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BN kerb upstand in excess of specified maximum of 6mm over Pedestrianised crossing location.

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BN kerb upstand below specified 3-6mm specification.

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Detritus / standing surface water evident over BN kerb in section.

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Kerb alignment not in accordance with design / layout.

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Radii kerbs non-compliance with design / layout.

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Radii kerbs high in situ between tangents.

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Radii kerbs low in situ between tangents.

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Numerous kerbs throughout the development have sustained damage, are loose, cracked and rocking. Kerb replacement in agreement with LA site engineer.

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Numerous kerbs throughout the development have sustained minor damage, a successfully applied, colour matched epoxy resin kerb repair acceptable.

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Numerous kerbs in section are displaced forward out of alignment.

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Numerous kerbs in section are displaced back out of alignment.

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Kerbs in section have become divorced of in situ backing concrete.

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Open joint evident to face of kerb.

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Internal angles not provided in location.

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Specified 200mm Flat Top edging kerbs not installed over vehicular access.

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Bullnose edging kerbs installed through soft margin / visibility splays and not Flat Top edging kerbs as specified.

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Flat edging kerbs installed to back of footway and not Bullnose edging kerbs as specified.

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Insufficient compaction to utilities trenches back fill within section of footway.

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Unacceptable utilities trench backfill material within section of footway.

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Unacceptable placement of utilities backfill material within section of footway.

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Formation not cut to level and tolerance within section of footway.

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Formation not compacted within section of footway.

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Insufficient depth of Type 1 GSB constructed within section of footway (150mm specified).

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Insufficient depth of Type 1 GSB constructed within vehicular access (2000mm specified).

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Insufficient compaction of Type 1 GSB within section of footway.

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Insufficient compaction of Type 1 GSB within vehicular access.

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Delivery and laying temperature issues (Refer to guidelines / specifications).

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AC32 Basecourse exceeds height of kerb backing concrete (85mm below top of kerb required).

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AC32 Laying tolerances in excess of specified maximum of +or- 15mm.

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Application of Bond coat omitted between AC32 and AC20.

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Application of Bond coat insufficient rate of spread between AC32 and AC20.

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Lack of compaction over AC32 material in section of footway.

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Excessively open texture course identified in AC32 within section of footway.

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Numerous AC32 level irregularities throughout section of footway.

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Settlement evident in AC32 within section of footway.

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AC20 Binder course levels too high to allow for application of 25mm AC6 surface course material.

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AC20 Laying tolerances in excess of specified maximum of +or- 6mm.

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Application of Bond coat omitted between AC32 and AC20.

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Application of Bond coat insufficient rate of spread between AC32 and AC20.

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Lack of compaction over AC20 material in section of footway.

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Excessively open texture course identified in AC20 within section of footway.

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Numerous AC20 level irregularities through section of footway.

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Settlement evident in AC20 within section of footway.

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Application of Bond coat omitted between AC20 and AC6.

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Application of Bond coat insufficient rate of spread between AC20 and AC6.

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Numerous AC6 surface course level irregularities within section of footway.

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Laying tolerances in excess of specified maximum of +or- 6mm.

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AC6 surface course level low off back of kerbs in section of footway.

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AC6 surface course level high to back of kerbs in section of footway.

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Settlement evident in AC6 surfacing within section of footway.

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Standing surface water evident within section of footway.

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Longitudinal cracks evident within section of footway.

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Laying tolerances in excess of specified maximum of +or- 6mm.

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Aggregate egress evident within section of footway.

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Aggregate egress evident within vehicular crossing.

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Insufficient gradient / crossfall constructed over footway (1:40 specified).

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Excessive gradient / crossfall constructed over footway (1:40 specified).

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Insufficient gradient / crossfall constructed over vehicular crossing (1:12 specified).

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Excessive gradient / crossfall constructed over footway (1:12 specified).

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Vehicles grounding over back of vehicular access onto private driveway.

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Laying tolerances in excess of specified maximum of +or- 6mm.

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Placement of bituminous material undertaken below -1 Air temperature on rising thermometer.

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Standing surface water evident prior to commencement of laying material.

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Prolonged rain during laying process of material.

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Excessively windy conditions (Refer to laying temperature specifications).

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Compaction issues! noted and to be reviewed as advised to operatives and available site management.

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Excessively open texture course identified in section of footway.

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Aggregate egress evident in section of footway.

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Base and Binder course construction, wheel rutting under weight of parked vehicles.

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Falling debris etc i.e., tree / hedge arisings compacted within matrix layer.

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Debonding visually evident in section/s.

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Tactile paving slabs cracked in situ.

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Nodules damaged on Tactile paving slabs.

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Tactile paving slabs loose and rocking in situ.

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Tactile paving misaligned to opposite side of carriageway.

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Tactile paving misaligned to central pedestrian refuge.

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BN kerb up stand exceeds specified 6mm.

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Standing surface water evident over top of BN kerb.

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Detritus evident over top of BN kerbs.

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Gully missing up stream of Tactile paved crossing point.

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Gully located within / over Tactile paving crossing point.

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Tactile paving slabs low in situ.

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Tactile paving slabs high in situ.

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Verge margin levels low, make up to level with approved topsoil inclusive application of grass seed or turf as appropriate.

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Verge margin rutted as a consequence of vehicles overrunning.

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Verge margins rutted throughout the development as a consequence of vehicles overrunning. Installation of grass-crete to be considered.

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Application of grass seed required / outstanding to verge margins.

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Provision of Turf required in verge margins.

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Stop taps level low within section of verge margin.

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Stop taps level high within section of verge margin.

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Access slabs constructed over verge margin are not approved or acceptable, bituminous construction specified.

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Boulders situated within verge margin are to be removed.

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Planters situated within verge margin are to be removed.

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Provision of New Rd Layout signs outstanding.

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Removal of New Rd Layout signs required.

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Post cap/s missing, provide and fix.

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Signpost loose in footing, construct foundation to specification.

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Sign face damaged, requires replacement.

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Sign turned wrong way around post, affix sign securely to post.

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Signpost clips missing, provide and fix.

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Sign rail fixing to post damaged, replace rail and sign accordingly.

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Insufficient mounting height (Refer to sign specification table) adjust accordingly.

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Sign mounting height to high (Refer to sign specification table) adjust accordingly.

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Number of posts installed not in compliance with specification (Refer to sign specification table).

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Diameter of post/s installed not in compliance with specification (Refer to sign specification table).

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Proposed sign installation remains outstanding.

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Keep left bollard loose in base.

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Kee left bollard base loose.

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Keep left bollard base bolts missing.

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Keep left bollard damaged.

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Keep left bollards require cleansing.

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Road markings worn throughout the development / scheme and requires retracing.

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Road markings outstanding (Refer to approved signing and lining drawing).

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Give way Road markings outstanding (Refer to approved signing and lining drawing).

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Give Way Triangle outstanding.

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Speed restriction Terminal / Roundel installation outstanding.

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Speed restriction Terminal / Roundel installation worn and requires retracing.

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Road markings incorrectly lead into kerb face of pedestrian refuge, remove, and retrace to amend direction of line is forward 150mm of kerb face.

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Configuration of road markings not installed as proposed / approved.

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Installation of single / double yellow line/s outstanding.

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Installation of single / double yellow line/s unapproved.

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Removal of road markings undertaken by Hydro blasting procedures.

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Damage sustained to the carriageway as a consequence of removal will require reinstatement in agreement with LA site engineer.

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