Title Page
-
Prepared by
-
Location
-
Site Ref :-
-
Location :-
-
Developer :-
-
Contractor :-
KEY CONSTRUCTION S38 INSPECTION STAGES
CHECK LIST
-
Date
-
Construction Drawings Issued
Pre Start Meeting Date:
-
Select date
-
Bond Reduction by 30% (at completion of stages 1-4 inclusive)
-
Bond Reduction by 50% (at completion of stages 1-5)
-
Street Lighting checked
Stage 3 Safety Audit (if appropriate)
-
Provisional Certificate Issued/Bond reduced by 90%
Stage 4 Safety Audit (if appropriate)
-
Remedial works completed to LCC satisfaction
-
Final Certificate Issued/Bond cancelled
DRAINAGE AND SERVICE DUCTS
Essential
-
Verification of material sources for pipes, PCC units, covers/ frames, bedding and backfill material
-
All lengths
-
Inspection of excavation and pipe bed
-
Inspections of line and level of laid pipes and ducts
-
Inspection of backfill and compaction (including on pipelines to be adopted by water company under S104 Agreement)
-
Bulk Sample Testing of backfill material
-
CCTV Survey of pipelines (Highway Drains)
Retrospective Tests/Inspections
Essential
-
Detailed investigation of backfill suitability and compaction 1/100m min 3 per site
-
Verification of material sources for pipes PCC units, covers/frames, bedding and backfill materials
-
CCTV survey of pipelines
-
Air tests on pipelines (Water tests may be required if air test not satisfactory)
-
Level survey
SITE INVESTIGATION / FORMATION / EARTHWORKS / GEOTEXTILE
Critical Inspections/Tests
-
Removal of vegetation/topsoil
-
Inspection of formation and levels
-
CBR tests to assess sub-grade 1/50m minimum 3 per site
-
Check for soft spots, made up ground and agree remedial action
-
Inspection of backfilling of all pits, service trenches, redundant land, drainage, etc (with approved material)
-
Verification of approval source of general fill and capping layer material
-
Bulk sample testing of general fill and capping layer material 1/ 400t min 3 per site
-
Verification of material l source of geotextile
-
Laying and lapping of geotextile
-
Plate Bearing test to assess compaction of capping layer min 2 per site
Retrospective Tests/Inspections
Verification of formation levels
-
Verification of material source for geotextiles
-
Verification of material sources of general fill and capping
Verification of sub-grade design CBR
-
Review of past uses
-
Confirmation that contamination is not a problem
CARRIAGEWAY SUB-BASE
Critical Inspections/Tests
-
Verification of approved material source (including confirmation of non-frost susceptibility) 1/200t min 3 per site
-
Bulk Sample Testing of sub base material
-
Check depth of material
-
Visual Inspection of completed sub-base
-
Plate bearing tests to assess compaction 1/100m min 2/site
Retrospective Tests/Inspections
-
Verification of approved materials source (including confirmation of non-frost susceptibility), may require sample analysis 1/100m min 2/site
-
Verification of depth and CBR values (through trial pits)
CARRIAGEWAY BASE AND BINDER COURSE
Critical Inspections/Tests
-
Verification of approved material source and supply (check correct binder penetration)
-
Bulk sample testing of bituminous materials As required 1/100t min of 2 per day
-
Laying records (Record of delivery temperature location where laid and rolling temperature) Daily for all lengths
-
Inspection of top of binder course (potential drainage problems)
-
Cores to assess thickness, compaction and bond 3 pairs of 150mm Dia cores per 1000m2 or part thereof laid in any one day
-
Rolling Straight Edge tests
Material Analysis
-
Bond Coat Between Layers
-
Material analysis
-
Cores to assess thickness compaction and bond
KERBING AND CHANNELLING
-
Inspection of kerb/channel races, including line and level and dimensions (Kerb race/bed to be laid separate to backing)
-
Binder course to be laid in two stages and thickened if kerbs to be installed at a later stage
-
Verification of correct concrete mix
-
Verification of kerbs/channels from approved source and correct types
-
Inspection of kerb lines and levels
-
Correct faces and upstands
Trial holes to inspect races
-
Verification of use of correct concrete mixes
-
Verification of source of kerbs and channels
FOOTWAYS AND EDGING
Inspection of formation
-
Inspection of all backfilling and compaction of all pits, service trenches, redundant land drainage, etc (with approved material) (GSB Type 1 in industrial developments)
-
Weedspray to formation
-
Verification of approved source for sub-base material (confirmation non-frost susceptibility)
-
Bulk sample testing of sub-base material As required 1/200t min 3 per site
-
Check depth of sub-base
-
Inspection of edgings, including bed/backing and line and level (ensure line of edgings are dropped at vehicular crossings to prevent excessive gradients on footways)
-
Verification of correct concrete type
-
Verification of edgings from approved source and correct type
-
Check for correct crossfalls on footways
-
Check for dropped kerbs and tactile crossing points at all junctions, ensure dropped channel kerbs are to be flush with finished surface NOT 25mm UPSTAND
-
Verification of approved material source and supply for binder course and surface courses
-
Ensure sufficient depth is allowed following the laying of binder course to allow for 25mm of surface course
-
Check location of street lighting and sign locations against approved drawing
-
Cores to separately assess thickness, compaction and bond of binder and surface course layers As required by Engineer
-
Trees and Pits Installed to Approved Detail
FOOTWAYS AND EDGING
-
Verification of all approved material sources and supply
-
Trial holes to determine material thicknesses, depth and sub-base compaction
-
Materials analysis
-
Cores to determine depth, compaction and bond of binder and surface course layers
Excavation of Tree Pits to Satisfaction of Engineer
-
Correct Tree Pit to specification
BLOCK PAVED AREAS
Critical inspections/Tests
-
Notification of approved material sources (eg blocks and bedding and jointing sand)
-
Inspect approved laying patterns (mortar infill not to be used)
-
Ensure sufficient edge restraints
-
Check correct thickness, colours and dimensions of blocks
-
Check correct type and dimensions of small element kerbing
-
Check correct kerbfaces
-
Depth of bedding sand within tolerances
-
Inspect completed surface regularity (check for drainage problems and possible areas of ponding)
BLOCK PAVED AREAS
Retrospective Tests/Inspections
-
Verification of approved material sources
-
Inspect approved laying patterns
-
Remove areas of blockwork to check depth of bedding sand within tolerances
-
Inspect completed surface regularity (check for drainage problems and possible areas of ponding)
-
Profile survey
CARRIAGEWAY SURFACE COURSE
Critical Inspections/Tests
-
Surface of binder course clean and free of contamination
-
Verification of approved material source and supply (check PSV requirements and chipping source for HRA)
-
Bulk sample testing:-
-
Coated Chippings
-
Thin Surface Course
-
HRA or Close Graded Surface Course
-
Texture depth testing for HRA or Thin Surfacing. As required by Engineer
-
Cores to assess thickness compaction and bond of all bound layers. As required by Engineer 1/paver lane/ 100m min 3 per site
-
Road Markings (Check layout and dimensions)
-
Inspect completed surface regularity (check for drainage problems)
-
Bond Coat applied
CARRIAGEWAY SURFACE COURSE
Retrospective – Testing/Inspections
-
Verification of approved material source and supply (check correct binder penetration, PSV requirements and chipping source for HRA)
-
Cores to assess thickness compaction and bond of all bound layers
-
Texture depth testing for HRA or Thin Surfacing
-
White line testing
PRE-MAINTENANCE PERIOD INSPECTION
Inspection
-
Road and Footway adequately swept/cleaned
-
Overall condition of all surfaces, ensuring there are no outstanding defects, temporary reinstatements or excavations
-
Any damage to kerbs channels blocks or edgings
-
Any weed growth to be treated
-
Gullies and drainage systems cleansed
-
Final highway drainage CCTV survey by certified company
-
Planted/grassed areas prepared, mown and edged back
-
Service margins marked in accordance with specification – no encroachment into service margins
-
Signs and road markings correctly in place
-
Lighting columns and signs within area to be adopted as highway
-
Visibility splays established
-
Any obvious other defects
-
As built level surveys of drainage infrastructure and carriageways with submission of as built drawings
-
Ensure foul and surface water drainage systems are certified to enter their maintenance period by the relevant water authority
-
Easements are clear of any encroachments
PRE-ADOPTION INSPECTION
The following are areas for inspection:
-
Road and footways adequately swept/cleaned
-
Planted/grassed areas prepared, mown and edged back
-
Service margins marked in accordance with specification – no encroachment into service margins
-
Any obvious other defects
-
Any outstanding issue identified at critical Stage 9 pre maintenance inspection
-
CDM information to be provided (to include Health and Safety file)
-
Obtain copies of the appropriate foul and surface water drainage testing certificates
-
Trees / Planting suitably established