MA2 CONSULTANTS - FILES

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Formation

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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Placement of site won or imported fill material

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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Capping Material

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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Type 1 GSB

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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Trench backfills

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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Drainage installation: Pipes

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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Drainage installation: Gully pots and laterals

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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Drainage installation: Gully pots associated ironworks

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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Drainage installation: Lateral Pipes

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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Drainage installation: Inspection chambers

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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Drainage installation: Ironworks installation and specification

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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Basecourse AC32 100/150 Carriageway construction

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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Binder course AC20 100/150 Carriageway construction

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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Surface course materials Carriageway construction

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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Kerbs and associated foundation and backing concrete

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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Footway and vehicular access Construction

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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AC32 Footway Bituminous material

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 Footway Bituminous material

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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AC6 Footway Surface course material

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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All bituminous layers within footway

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 installation

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 Margins

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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Signing and Lining: Signing

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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Signing and Lining: Thermoplastic Road Markings

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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Contact Us

Enquiries

If you are interested in using FILES for your own construction project, please call Mike Attwood on 07866 004958, or email mike.attwood@ma2consultants.com.

Company

FILES is brought to you by MA2 CONSULTANTS. To find out more about FILES and MA2 CONSULTANTS visit www.ma2consultants.com.

Existing Users

For help with logging in, or for other question about using FILES, please use the support system that was provided during user training.

Contact Us

Enquiries

Company

Existing Users

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