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Technical Services Group
LINCS
LABORATORY Lincolnshire County Council
APPROVED SUPPLIERS
INFORMATION
BOOKLET
1 December 2005
1
Technical Services Group
LINCS
LABORATORY Lincolnshire County Council
LINCS LABORATORY INFORMATION APPROVED SUPPLIERS Page No.High PSV Aggregates for Surface Treatments > 65 PSV 3 60 to 64 PSV 3
The Regions Coating Plants for Macadams 55 to 60+ PSV 4 50 to 54 PSV 5 <50 PSV 6
Marshall Design Asphalt Mixes and Plants LCC Special Mixes 30/14 Designation 7 LCC Standard Mix 30/14 Designation 7 LCC 55% Stone 55/14 Designation 8
Thin Surface Course Systems (Thin Surfacings Approved Systems and Installers – Summary) 9 Type A 11
Type B 12 Type C 17
Single Layer Surfacing Systems 21
Surface Dressing Chippings > 60 PSV 22 55 to 59 PSV 22 50 to 54 PSV 22 <50 PSV 22
Non Frost Susceptible Type 1 Sub-base 23
Frost Susceptible Type 1 Sub-base 24
Geosynthetics 25
Capping Layer Materials for Development Roads 26
Block Paving Bedding Sand 27
Ready Mixed Concrete 28
Polymer Modified Surface Dressing Binders 30 HAUC Approved Permanent Cold Lay Surfacing Materials1 0/6mm Macadam surface course 31
0/10mm Macadam surface course 32 0/20mm Macadam binder courses 33 PCSM Binders 34
HAPAS Certificated HAUC Permanent Cold Lay Surfacing Materials 0/6mm Macadam surface course 35 0/10mm Macadam surface course 35 0/20mm Macadam binder course 36 0/10mm Stone Mastic Asphalt (SMA) 36
HAPAS Certificated High Friction Surface Systems Type 1 37 Type 2 37 Type 3 37
FURTHER INFORMATION MAY BE OBTAINED BY CONTACTING STEPHEN BETTERIDGE/SHARON BRATLEY AT LINCS LABORATORY ON LINCOLN (01522) 530355, FAX NO (01522) 510573 AND E-MAIL [email protected].
NOTES * Sources using Lafarge Buddon Wood (Mountsorrel) aggregate in dense and close graded bituminous material must incorporate an adhesion agent approved by Lincs Laboratory.1 Contact Lincs Laboratory for information on LCR’s Foam-base (foam mix) material.
1 December 2005
2
Technical Services Group
LINCS
LABORATORY Lincolnshire County Council
HIGH PSV AGGREGATES FOR SURFACE TREATMENTS
Polished Stone Value (PSV), Aggregate Abrasion Value (AAV).
PSV VALUES OF 65 AND OVER
SUPPLIER AGGREGATE SOURCE AGGREGATE PSV AAV DATE
CEMEX Materials UK Ltd Gilfach Gritstone 69 7 8-96
Lafarge Aggregates Ltd Hafod Gritstone 69 11 12-97
Hanson Aggregates Gelligaer Gritstone 69 8 7-02
Hanson Aggregates Craig-Yr-Hesq Gritstone 69 7 7-02
White Mountain Aggregates Ballystockart Gritstone 67 9 10-02
Bardon Aggregates Cwm Nant Lieici Gritstone 67 11 10-03
Bardon Aggregates Ghyll Scaur Tuff 67 6 10-03
Bardon Aggregates Cribbarth Quarry Gritstone 66 12 7-01
Hanson Aggregates
Tarmac Quarry Products Ltd
Bardon Aggregates
Brindister
Bayston Hill Quarry
Haughmond Hill
Sandstone
Gritstone
Gritstone
65
65
65
11
4
4
9-02
8-04
4-04
PSV VALUES OF 60 TO 64
SUPPLIER AGGREGATE SOURCE AGGREGATE PSV AAV DATE
Barr Aggregates Tor Mitchell Gritstone 64 12 4-00
Tarmac Quarry Products Ltd Jericho Bridge Sandstone 64 - 4-05
Skene Group Devon Quarry Basalt 64 - 6-03
White Mountain Aggregates Ltd Temple Quarry Gritstone 64 8 9-05
Lafarge Aggregates Ltd Dry Rigg Quarry Gritstone 63 7 10-96
CEMEX Materials UK Ltd Roan Edge Quarry Sandstone 63 6 6-98
Tarmac Quarry Products Ltd Arcow Quarry Gritstone 63 6 1-99
Tarmac Quarry Products Ltd Dolyhir Quarry Gritstone 62 6 4-04
Hanson Aggregates Griff Quarry Dolorite 62 8 8-02
Hanson Aggregates Cashel Quarry Sandstone 61 6 1-02
Tarmac Quarry Products Ltd Cruicks Quarry Basalt 60 6 8-96
Tarmac Quarry Products Ltd Mancetter Quarry Basalt 60 7 10-04
1 December 2005
3
Technical Services Group
LINCS
LABORATORY Lincolnshire County Council
THE REGIONS COATING PLANTS FOR COATED MACADAM (ASPHALT CONCRETE) Polished Stone Value (PSV), Aggregate Abrasion Value (AAV).
PSV VALUES OF 55 TO 60+
PLANT AGGREGATE
SOURCE AGGREGATE PSV AAV DATE
CEMEX Materials UK Ltd - Selby Arcow Gritstone 63 5 1-99 CEMEX Materials UK Ltd - King’s Lynn Cruiks Basalt 60 6 8-96 Tarmac Quarry Products Ltd Teeside Steel Slag 59 - 7-02 Tarmac Quarry Products – Ballidon Mancetter Basalt 60 8 10-04 Tarmac Quarry Products - Caldon Low Mancetter Basalt 60 8 10-04 Bardon Aggregates - Peterborough Bardon Hill Porphry 56 3 9-04 Bardon Aggregates - Bardon Hill Bardon Hill Porphry 56 3 9-04 Express Asphalt Ltd - Newark Bardon Hill Porphry 56 3 9-04 CEMEX Materials UK Ltd - Grimsby Bardon Hill Porphry 56 3 9-04 CEMEX Materials UK Ltd - Chesterfield Bardon Hill Porphry 56 3 9-04 CEMEX Materials UK Ltd – Nottingham Bardon Hill Porphry 56 3 9-04 Ringway Roadstone – Immingham Bardon Hill Porphry 56 3 9-04 Ringway Roadstone – Whittlesey Bardon Hill Porphry 56 3 9-04
Tarmac Quarry Products Ltd Teeside Blast Furnace 56 - 7-02 Slag
Bardon Aggregates - Croft Croft Granite 56 4 9-05 CEMEX Materials UK Ltd - Ely Croft Granite 56 4 9-05 Tarmac Central Ltd - Darlton Cliffe Hill Granite 55 3 6-05 Hanson Aggregates - Baston Fen (1) Cliffe Hill(1) Granite(1) 55 3 6-05 Hanson Aggregates - St Ives Cliffe Hill Granite 55 3 6-05 Hanson Aggregates - Billing Cliffe Hill Granite 55 3 6-05 Midland Quarry Products Ltd - Whitwick Cliffe Hill Granite 55 3 6-05 Midland Quarry Products - Cliffe Hill Cliffe Hill Granite 55 3 6-05 CEMEX Materials UK Ltd - Grantham Cliffe Hill Granite 55 3 6-05 CEMEX Materials UK Ltd - Lincoln Cliffe Hill Granite 55 3 6-05 CEMEX Materials UK Ltd - Shining Bank Cliffe Hill Granite 55 3 6-05 CEMEX Materials UK Ltd - Staveley Cliffe Hill Granite 55 3 6-05 CEMEX Materials UK Ltd - Sheffield Cliffe Hill Granite 55 3 6-05 CEMEX Materials UK Ltd – Selby Cliffe Hill Granite 55 3 6-05 Tarmac Central Ltd - Dene Cliffe Hill Granite 55 3 6-05 Tarmac Central Ltd – Kirkby in Ashfield Cliffe Hill Granite 55 3 6-05 Tarmac Central Ltd – Nottingham Asphalt Cliffe Hill Granite 55 3 6-05 Steelphalt - Ickles, Rotherham Tinsley Park, Rotherham Lightweight
Stabilised Stain-less Steel Slag 55 2 12-01
Tarmac Quarry Products Ltd - Santon Santon Works Blast Furnace Slag 55 - 4-04
Tarmac Quarry Products Ltd - Santon Santon Works Steel Slag(2) 55(2) 2 4-02
* Please see notes
(1) Hanson Aggregates Baston Fen source is approved to supply 0/20mm dense binder course incorporating up to 10% recycled bituminous material as aggregate replacement. When this is the case the material shall not be used as the permanent trafficked surfacing.
(2) When used as the coarse aggregate in conjunction with blast furnace slag fine aggregate the resulting mix has the performance of material made with 60 PSV aggregate. Seek guidance from Lincs Laboratory.
1 December 2005
4
Technical Services Group
LINCS
Lincolnshire County Council
LABORATORY
PSV VALUES OF 50 TO 54
SUPPLIER AGGREGATE
SOURCE AGGREGATE PSV AAV DATE
Hanson Aggregates – Baston Fen(1) Shardlow Crushed Gravel 54 1 2-03 Tarmac Quarry Products - Holme Hall Stainton (Holme Hall) Limestone 53 19 3-05 CEMEX Materials UK Ltd – Kings Lynn Dean Granite 52 6 7-03
Steelphalt - Rotherham Rotherham Steel Slag 51 2 6-00 Lafarge Aggregates Ltd - * Buddon Wood Granite 51 3 9-04 Mountsorrel Lafarge Aggregates Ltd -
(Mountsorrel) * Buddon Wood Granite 51 3 9-04
Renishaw Ringway Roadstone Ltd - Immingham
CEMEX Materials UK Ltd - Knottingley CEMEX Materials UK Ltd - Melton
CEMEX Materials UK Ltd - Staveley
(Mountsorrel) Espevik - Norway High Force - Middleton High Force - Middleton High Force - Middleton
Granite Granite Granite Granite
51 50 50 50
3 3 3 3
3-05 3-02 3-02 3-02
Plants approved for the production of design surface course asphalt are listed on the Approved Suppliers List, Marshall Design Asphalt pages 6 to 7.
* Please see notes
(1) Hanson Aggregates Baston Fen source is approved to supply 0/20mm dense binder course incorporating up to 10% recycled bituminous material as aggregate replacement. When this is the case the material shall not be used as the permanent trafficked surfacing.
(2) When used as the coarse aggregate in conjunction with blast furnace slag fine aggregate the resulting mix has the performance of material made with 60 PSV. Seek guidance from Lincs Laboratory.
1 December 2005
5
Technical Services Group
LINCS
LABORATORY Lincolnshire County Council
THE REGIONS COATING PLANTS FOR COATED MACADAM (ASPHALT CONCRETE) Polished Stone Value (PSV), Aggregate Abrasion Value (AAV).
PSV VALUES BELOW 50
PLANT AGGREGATE SOURCE AGGREGATE PSV AAV DATE
Mansfield Asphalt - Mansfield Dene Limestone 47 11 12-04 Tarmac Quarry Products Ltd – Dene Dene Limestone 47 11 12-04 * CEMEX Materials UK Ltd - Melton * Leyburn * Limestone 45 11 12-97
Steelphalt - Ickles Rotherham Tinsley Park - Stainless Rotherham Steel Slag 44 4 11-00
Hanson Aggregates - Baston Fen Baston Gravel 43 1 6-00 CEMEX Materials UK Ltd - King’s Lynn Raynes Limestone 43 10 8-96
Bardon Aggregates - Ivonbrook Ivonbrook Limestone 43 11 1-02 Tarmac Quarry Products Ltd - Ballidon Ballidon Limestone 40 15 5-01
CEMEX Materials UK Ltd - Knottingley Goddards Limestone 39 10 1-99 * CEMEX Materials UK Ltd - Lincoln * Goddards * Limestone 38 11 5-03 * CEMEX Materials UK Ltd - Staveley * Goddards * Limestone 38 11 5-03
CEMEX Materials UK Ltd - Shining Bank Shining Bank Limestone 38 13 5-03 Hanson Aggregates - St Ives
* CEMEX Materials UK Ltd - Staveley CEMEX Materials UK Ltd - See Note (1)
Needingworth * Doveholes (1)
Eldon Hill
Gravel * Limestone
Limestone
38 38 38
-11 13
11-01 2-99 2-99
CEMEX Materials UK Ltd - Doveholes Doveholes (1) Limestone 36 13 7-03 CEMEX Materials UK Ltd - Ely * CEMEX Materials UK Ltd - Lincoln
Doveholes (1)
* Doveholes (1) Limestone
* Limestone 36 36
13 13
7-03 7-03
* CEMEX Materials UK Ltd - Selby * Doveholes (1) * Limestone 36 13 7-03 Tarmac Quarry Products Ltd - Dairycotes Swinden Limestone 37 12 11-01 Tarmac Quarry Products - Darlton Darlton Limestone 34 13 2-99 Tarmac Quarry Products- Caldon Low Caldon Low Limestone 34 5 2-02 Tarmac Quarry Products - Kevin Caldon Low Limestone 34 5 2-02 Bardon Aggregates - Topley Pike Ringway Roadstone - Whittlesey
Topley Pike Cloud Hill (2)
Limestone Limestone
32 -
1 -
2-02 2-04
Plants approved for the production of design surface course asphalt are listed on the Approved Suppliers List, Marshall Design Asphalt pages 6 to 7.
* CEMEX Materials UK Ltd Lincoln, Selby, Staveley and Melton sources are approved to supply 0/20mm and 0/32mm dense binder courses incorporating up to 10% recycled bituminous material as aggregate replacement. It can be assumed that 20mm limestone binder courses from these plants will normally contain recycled material.
(1) CEMEX Materials UK Ltd Eldon Hill limestones may be substituted for Doveholes limestone on occasions. The physical and mechanical properties of the two sources are very similar.
(2) PSV and AAV results not yet available
1 December 2005
6
Technical Services Group
LINCS
LABORATORY Lincolnshire County Council
MARSHALL DESIGN ASPHALT IN ACCORDANCE WITH BS 598: PART 107: 1990
LCC SPECIAL MIXES (eg High stability, Gilsonite and rubberised asphalts) 30% 0/14 Designation
The mix shall have a minimum stability of 8kN at the design binder content and a stability with the range 6-10kN (BS 598 Pt. 107 Cl. 10.5) or a maximum wheeltracking rate of 2mm/hour and a maximum rut depth of 4mm when tested at 45oC (BS 598 Pt 110) and a stability within the range 4-10kN. These requirements apply over the permitted binder and filler contents tolerance range. The maximum permitted flow is 5mm except where stability exceeds 8kN when the maximum permitted flow becomes 7mm.
PLANT FINE AGGREGATE COARSE AGGREGATE
ADDITIVE/ MODIFIER
TEST DATE
Bardon Aggregates - Bardon Hill Tarmac Quarry Products – Ballidon Tarmac Quarry Products - Caldon Low Tarmac Quarry Products - Santon Hanson Aggregates - Baston Fen Hanson Aggregates - Baston Fen Lafarge Aggregates - Mount Sorrel Midland Quarry Products, Cliffe Hill CEMEX Materials UK Ltd, Grantham CEMEX Materials UK Ltd, Lincoln CEMEX Materials UK Ltd, Lincoln Lafarge Aggregates - Renishaw
Ratcher Hill Croxden Croxden Bestwood Baston Baston Ratcher Hill Bestwood Ratcher Hill Ratcher Hill Ratcher Hill Ratcher Hill
Porphry Basalt Basalt Steel Slag Granite Granite Granite Granite Granite Granite Granite Granite
-----
Gilsonite ----
Gilsonite -
4-96 7-04 7-04 9-97
10-02 3-98 9-97 5-97
10-04 10-04 6-96 8-98
MARSHALL DESIGN ASPHALT IN ACCORDANCE WITH BS 598: PART 107: 1990
LCC STANDARD MIX 30% 0/14 Designation
The mix must have a minimum stability of 6kN at the design binder content (BS 598 Pt. 107 Cl. 10.5) and a stability within the range 4-8kN over the permitted binder and filler tolerance content ranges. The maximum permitted flow is 5mm.
Mixes meeting the LCC Special Mix Requirements can also be considered suitable as LCC Standard Mixes.
PLANT FINE AGGREGATE COARSE AGGREGATE
ADDITIVE/ MODIFIER
TEST DATE
Bardon Aggregates - Croft Bardon Aggregates - Peterborough Mansfield Asphalt - Mansfield Midland Quarry Products - Whitwick CEMEX Materials UK Ltd - Staveley CEMEX Materials UK Ltd - Shining Bank CEMEX Materials UK Ltd - King’s Lynn CEMEX Materials UK Ltd – Ely Steelphalt - Rotherham Tarmac Quarry Products - Bittering Tarmac Quarry Products - Dene Tarmac Quarry Products - Pentney Ringway Roadstone - Whittlesey
67% Garside / 33% Linghall 50% Potton / 50% Middleton Ratcher Hill 75% Weeford / 25% Bestwood Serlby - Caird Serlby - Caird 75% Middleton / 25% Pentney 75% Middleton / 25% Ely Bestwood Ingham Bestwood 50% Pentney / 50% Blackborough End Cavenham
Granite Porphry Porphry Granite Porphry Porphry Granite Granite Steel Slag Granite Granite Granite Granite
-------------
8-98 1-00 4-01 1-99 3-98 3-98 9-99 3-00 5-05 6-97
-5-97 11-02
1 December 2005
The plants listed above are approved for the production of design surface course asphalt. Approved Suppliers List, pages 4 to 5, gives details of those plants approved for the production of coated macadams (Asphalt Concrete).
7
Technical Services Group
LINCS
LABORATORY Lincolnshire County Council
MARSHALL DESIGN ASPHALT IN ACCORDANCE WITH BS 598: PART 107: 1990
LCC 55% STONE CONTENT SURFACE (WEARING) COURSE 55% 0/14 Type C or F Designation
For use only as the substrate for resin based high friction surface treatments
The mix shall have a minimum stability of 10kN at the design binder content (BS 598 Pt. 107) or a maximum wheeltracking rate of 5.0mm/hour and a maximum rut depth of 7mm when tested at 60oC (BS 598 Pt 110) and, have a stability within the range 8-16kN and have a maximum permitted flow of 5mm. The above performance requirements shall be met over the permitted binder and filler contents tolerance range.
PLANT FINE AGGREGATE COARSE AGGREGATE
TEST DATE
CEMEX Materials UK Ltd - Lincoln
Bardon Aggregates - Bardon Hill
Tarmac Quarry Products – Santon
CEMEX Materials UK Ltd - Knottingley
MQP Cliffe Hill Granite
70% Bardon Porphry, 30% Ratcher Hill Sand
B F Slag Dust
Searlby Sand(1)
MQP Cliffe Hill Granite
Bardon Hill, Porphry
Steel Slag
High Force(1) Middleton
9-03
5-96
8-99
6-03
Note: (1) Polymer modified binder mix
The plants listed above are approved for the production of design surface course asphalt. Approved Suppliers List, pages 4 to 5, gives details of those plants approved for the production of coated macadams.
1 December 2005
8
Technical Services Group
LINCS
Lincolnshire County Council
LABORATORY
THIN SURFACE COURSE SYSTEMS
SUMMARY
SYSTEM APPROVED SYSTEM INSTALLERS
6mm Citipave Bardon Aggregates
10mm Safepave Associated Asphalt
10mm Colrug Colas
10mm Thinpave Bardon Aggregates
10mm Masterpave Tarmac
10mm Axoflex Lafarge
10mm Axofibre Lafarge
10mm Smatex Bardon Aggregates Couplands Surfacing
10mm Durafalt Hanson Aggregates Coupland Surfacing Ringway Premiere Asphalt
CEMEX UK Construction Services Ltd
10mm Viatex CEMEX UK Construction Services Ltd
10mm Viapave CEMEX UK Construction Services Ltd
10mm UCS Thin Surface Course UCS Surfacing
UL-M Classic Ringway CEMEX UK Construction Services Ltd
10mm Masterphalt Specialist Surfacing UCS Surfacing
14mm Safepave Associated Asphalt
14mm Masterpave Tarmac
14mm Axoflex Lafarge
14mm Axofibre Lafarge
14mm Smatex Bardon Aggregates Coupland Surfacing
14mm Hitex Bardon Aggregates
Only those installers listed above are approved by the particular thin surface system detailed.
For further details of the particular system please see pages 11 to 21
1 December 2005
9
Technical Services Group
LINCS
Lincolnshire County Council
LABORATORY
THIN SURFACE COURSE SYSTEMS
SUMMARY
SYSTEM APPROVED SYSTEM INSTALLERS
14mm Durafalt Hanson Aggregates Coupland Surfacing Ringway Premier Asphalt
CEMEX UK Construction Services Ltd
14mm Viatex CEMEX UK Construction Services Ltd
14mm UCS Thin Surface Course UCS Surfacing
14mm UL-M Ringway
14mm Masterphalt Specialist Surfacing UCS Surfacing
20mm Masterpave Tarmac
Only those installers listed above are approved by the particular thin surface system detailed.
For further details of the particular system please see pages 11 to 21
1 December 2005
10
LINCS Technical Services Group
LABORATORY Lincolnshire County Council
THIN SURFACE (WEARING) COURSE SYSTEMS (THIN SURFACINGS) - TYPE A Type A Thin Surface Course Systems are those with a nominal layer thickness of less than 18mm.
10mm SAFEPAVE - Approved System Provider5 - Associated Asphalt
PLANT NOMINAL
THICKNESS (mm) 3
STRUCTURAL FACTOR 4
AGGREGATE SOURCE AGGREGATE PSV AAV TEST
DATE
Tarmac Quarry Products - Santon
15 Negligible Gilfach Gritstone 69 7 8-96
Bardon Aggregates - Croft Tarmac Quarry Products -
15 Negligible Gelligaer Gritstone 69 8 7-02
Pentney Ringway
15 Negligible Gelligaer Gritstone 69 8 7-02
Roadstone – Whittlesey Tarmac Quarry Products -
15 Negligible Ballystockart Gritstone 67 9 10-02
Cavenham CEMEX Materials UK Ltd -
15 Negligible Cwm Nant Lleici Gritstone 67 11 10-03
King’s Lynn Mansfield Asphalt -
15 Negligible Brindister Sandstone 65 11 9-02
Ratcher Hill 15 Negligible Bardon Hill Porphry 56 3 9-04
6mm CITIPAVE - Approved System Provider5 - Bardon Aggregates
PLANT NOMINAL
THICKNESS (mm) 3
STRUCTURAL FACTOR 4
AGGREGATE SOURCE
AGGREGATE PSV AAV TEST DATE
Bardon Aggregates -Peterborough 15 Negligible Bardon Hill Porphry 56 3 9-04
NOTES 1. Special requirements apply for Thin Surface Course Systems (Thin Surfacings). 2. It is essential that a design sheet for Thin Surface Course Systems (Thin Surfacings) is completed for each site by the contractor/ subcontractor prior to works commencing. 3. Nominal compacted thickness for the particular Thin Surface Course System (Thin Surfacing). 4. Structural Factor is the relative structural contribution, corrected to the nominal thickness, that the particular Thin Surface Course System
(Thin Surfacing) will contribute. The structural contributions made by Type A Thin Surface Course Systems (Thin Surfacings) are negligible and should be ignored.
For further advice on Thin Surface Course Systems (Thin Surfacings) consult Lincs Laboratory. 5. Only the listed system provider has approval to lay the particular system detailed.
1 December 2005
11
Technical Services Group
LINCS
LABORATORY Lincolnshire County Council
THIN SURFACE (WEARING) COURSE SYSTEMS 1 and 2 (THIN SURFACINGS) TYPE B Type B Thin Surface Course Systems are those with a nominal layer thickness of 18mm to and including 25mm.
14mm SAFEPAVE + FIBRES (Cold Weather Mix) - Approved System Provider6 Associated Asphalt
PLANT NOMINAL
THICKNESS (mm) 3
STRUCTURAL FACTOR 4
AGGREGATE SOURCE AGGREGATE PSV AAV TEST
DATE
- - - - - - - -
14mm SAFEPAVE - Approved System Provider6 Associated Asphalt
PLANT NOMINAL
THICKNESS (mm) 3
STRUCTURAL FACTOR 4
AGGREGATE SOURCE AGGREGATE PSV AAV TEST
DATE
- - - - - - - -
10mm COLRUG - HI-TEX - Approved System Provider6 Colas
PLANT NOMINAL
THICKNESS (mm) 3
STRUCTURAL FACTOR 4
AGGREGATE SOURCE AGGREGATE PSV AAV TEST
DATE
CEMEX Materials UK Ltd - Ely 20 1.6 Gilfach Gritstone 69 7 8-96
10mm COLRUG - NORMAL TEX - Approved System Provider6 Colas
PLANT NOMINAL
THICKNESS (mm) 3
STRUCTURAL FACTOR 4
AGGREGATE SOURCE AGGREGATE PSV AAV TEST
DATE
CEMEX Materials UK Ltd - Ely 20 1.2 Brindister Sandstone 65 11 9-02
10mm THINPAVE5 - Approved System Provider6 Bardon Aggregate
PLANT NOMINAL
THICKNESS (mm) 3
STRUCTURAL FACTOR 4
AGGREGATE SOURCE
AGGREGATE PSV AAV TEST DATE
Bardon Aggregates -Bardon Hill
Bardon Aggregates -Peterborough
20
20 1.0 Ghyll Scaur Tuff 67 6 10-03
NOTES 1. Special requirements apply for Thin Surface Course Systems (Thin Surfacings). 2. It is essential that a design sheet for Thin Surface Course Systems (Thin Surfacings) is completed for each site by the contractor/ subcontractor prior to works commencing. 3. Nominal compacted thickness for the particular Thin Surface Course System (Thin Surfacing). 4. Structural Factor is the relative structural contribution, corrected to the nominal thickness, that the particular Thin Surface Course System
(Thin Surfacing) will contribute. The Thin Surface Course Systems (thin surfacings) on this sheet contribute modestly to the structure of the carriageway. 5. Not all technical data is, as yet, available.
For further advice on Thin Surface Course Systems (Thin Surfacings) consult Lincs Laboratory. 6. Only the listed system provider has approval to lay the particular system detailed.
1 December 2005
12
Technical Services Group
LINCS
LABORATORY Lincolnshire County Council
THIN SURFACE (WEARING) COURSE SYSTEMS 1 and 2 (THIN SURFACINGS) TYPE B Type B Thin Surface Course Systems are those with a nominal layer thickness of 18mm to and including 25mm.
UL-M CLASSIC - Approved System Provider6 Ringway/White Mountain and Cemex UK Construction Services Ltd
PLANT NOMINAL
THICKNESS (mm) 3
STRUCTURAL FACTOR 4
AGGREGATE SOURCE
AGGREGATE PSV AAV TEST DATE
CEMEX Materials UK Ltd - Staveley 20 3.0 Gilfach Gritstone 69 7 8-96
CEMEX Materials UK Ltd - Lincoln 20 3.7 Gelligaer Gritstone 69 8 7-02
Ringway Roadstone Ltd - Whittlesey 20 3.2 Ballystockart Gritstone 67 9 10-02 CEMEX Materials UK Ltd -
Lincoln 20 4.0 Ballystockart Gritstone 67 9 10-02 CEMEX Materials UK Ltd -
Lincoln 20 3.4 Cwm Nant Lleici Gritstone 67 11 10-03 CEMEX Materials UK Ltd -
Lincoln 20 3.4 Arcow Gritstone 63 6 1-99
10mm MASTERPAVE - Approved System Provider6 Tarmac
PLANT NOMINAL
THICKNESS (mm) 3
STRUCTURAL FACTOR 4
AGGREGATE SOURCE
AGGREGATE PSV AAV TEST DATE
Tarmac Quarry Products - Santon 25 3.3 Ghyll Scaur Gritstone 67 6 10-03 Tarmac Quarry Products - Bittering 25 3.0 Bayston Hill Gritstone 65 4 9-99 Tarmac Quarry Products - Dene 25 - Bayston Hill Gritstone 65 4 9-99 Tarmac Quarry Products - Ballidon 25 - Bayston Hill Gritstone 65 4 9-99 Tarmac Quarry Products - Caldon Low 25 - Bayston Hill Gritstone 65 4 9-99 Tarmac Quarry Products - Dene 25 - Mancetter Basalt 60 7 10-04 Tarmac Quarry Products - Ballidon 25 - Mancetter Basalt 60 7 10-04 Tarmac Quarry Products - Caldon Low 25 - Mancetter Basalt 60 7 10-04 Tarmac Quarry Products – Mancetter 25 - Mancetter Basalt 60 7 10-04
10mm AXOFLEX5 - Approved System Provider6 Lafarge
PLANT NOMINAL
THICKNESS (mm) 3
STRUCTURAL FACTOR 4
AGGREGATE SOURCE
AGGREGATE PSV AAV TEST DATE
Lafarge Aggregates Ltd 23 - - - - - -
1 December 2005
13
Technical Services Group
LINCS
LABORATORY Lincolnshire County Council
THIN SURFACE (WEARING) COURSE SYSTEMS 1 and 2 (THIN SURFACINGS) TYPE B - Continued Type B Thin Surface Course Systems are those with a nominal layer thickness of 18mm to and including 25mm.
10mm MASTERPHALT – Approved System Provider5 UCS Surfacing and Specialist Surfacing
PLANT NOMINAL
THICKNESS (mm) 3
STRUCTURAL FACTOR 4
AGGREGATE SOURCE
AGGREGATE PSV AAV TEST DATE
25 - - - - - -
NOTES 1. Special requirements apply for Thin Surface Course Systems (Thin Surfacings). 2. It is essential that a design sheet for Thin Surface Course Systems (Thin Surfacings) is completed for each site by the contractor subcontractor prior to works commencing. 3. Nominal compacted thickness for the particular Thin Surface Course System (Thin Surfacing). 4. Structural Factor is the relative structural contribution, corrected to the nominal thickness, that the particular Thin Surface Course System
(Thin Surfacing) will contribute. The higher the factor, the greater the structural contribution. Values in the range 3 to 4.5 indicate the material will contribute approximately the same structurally, as an equal thickness of hot rolled asphalt surface course. 5. Not all technical data is, as yet, available.
For further advice on Thin Surface Course Systems (Thin Surfacings) consult Lincs Laboratory. 6. Only the listed system provider has approval to lay the particular system detailed.
1 December 2005
14
Technical Services Group
LINCS
LABORATORY Lincolnshire County Council
THIN SURFACE (WEARING) COURSE SYSTEMS 1 and 2 (THIN SURFACINGS) TYPE B Type B Thin Surface Course Systems are those with a nominal layer thickness of 18mm to and including 25mm.
10mm SMATEX5 - Approved System Provider7 Bardon Aggregates
PLANT NOMINAL
THICKNESS (mm) 3
STRUCTURAL FACTOR 4
AGGREGATE SOURCE
AGGREGATE PSV AAV TEST DATE
Bardon Aggregates -Bardon Hill
Bardon Aggregates -Peterborough
25
25
10mm AXOFIBRE5 - Approved System Provider7 Lafarge
PLANT NOMINAL
THICKNESS (mm) 3
STRUCTURAL FACTOR 4
AGGREGATE SOURCE
AGGREGATE PSV AAV TEST DATE
Lafarge Aggregates Ltd 25
10mm DURAFALT5 - Approved System Provider7 Hanson Aggregates, Coupland Surfacing, Ringway, CEMEX UK Construction Services Ltd and Premiere Asphalt
PLANT NOMINAL
THICKNESS (mm) 3
STRUCTURAL FACTOR 4
AGGREGATE SOURCE
AGGREGATE PSV AAV TEST DATE
Hanson Aggregates Baston Fen
25 or 306 Craig-Yr-Hesq Gritstone 69 7 7-02
Hanson Aggregates Baston Fen
25 or 306 Griff Dolorite 62 8 8-02
NOTES 1. Special requirements apply for Thin Surface Course Systems (Thin Surfacings). 2. It is essential that a design sheet for Thin Surface Course Systems (Thin Surfacings) is completed for each site by the contractor/ subcontractor prior to works commencing. 3. Nominal compacted thickness for the particular Thin Surface Course System (Thin Surfacing). 4. Structural Factor is the relative structural contribution, corrected to the nominal thickness, that the particular Thin Surface Course System
(Thin Surfacing) will contribute. The higher the factor, the greater the structural contribution.
5. Not all technical data is, as yet, available. 6. When laid to a nominal thickness over 25mm this material shall be considered as a Type C Thin Surface Course System
For further advice on Thin Surface Course Systems (Thin Surfacings) consult Lincs Laboratory. 7. Only the listed system provider has approval to lay the particular system detailed.
1 December 2005
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LABORATORY Lincolnshire County Council
THIN SURFACE (WEARING) COURSE SYSTEMS 1 and 2 (THIN SURFACINGS) TYPE B Type B Thin Surface Course Systems are those with a nominal layer thickness of 18mm to and including 25mm.
10mm VIATEX - Approved System Provider7 CEMEX UK Construction Services Ltd
PLANT NOMINAL
THICKNESS (mm) 3
STRUCTURAL FACTOR 4
AGGREGATE SOURCE
AGGREGATE PSV AAV TEST DATE
CEMEX Materials UK Ltd, Lincoln
20 2.0 Ballystockart Gritstone 67 9 10-02
10mm Viapave – Approved System provider7 CEMEX UK Construction Services Ltd
PLANT NOMINAL
THICKNESS (mm) 3
STRUCTURAL FACTOR 4
AGGREGATE SOURCE
AGGREGATE PSV AAV TEST DATE
CEMEX Materials UK Ltd, Lincoln
20 2.0 Ballystockart Gritstone 67 9 10-02
10mm UCS Thin Surface Course – Approved System Provider7 UCS
PLANT NOMINAL
THICKNESS (mm) 3
STRUCTURAL FACTOR 4
AGGREGATE SOURCE
AGGREGATE PSV AAV TEST DATE
20
NOTES 1. Special requirements apply for Thin Surface Course Systems (Thin Surfacings). 2. It is essential that a design sheet for Thin Surface Course Systems (Thin Surfacings) is completed for each site by the contractor/ subcontractor prior to works commencing. 3. Nominal compacted thickness for the particular Thin Surface Course System (Thin Surfacing). 4. Structural Factor is the relative structural contribution, corrected to the nominal thickness, that the particular Thin Surface Course System
(Thin Surfacing) will contribute. The higher the factor, the greater the structural contribution.
5. Not all technical data is, as yet, available. 6. When laid to a nominal thickness over 25mm this material shall be considered as a Type C Thin Surface Course System
For further advice on Thin Surface Course Systems (Thin Surfacings) consult Lincs Laboratory. 7. Only the listed system provider has approval to lay the particular system detailed.
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LABORATORY Lincolnshire County Council
THIN SURFACE (WEARING) COURSE SYSTEMS 1 and 2 (THIN SURFACINGS) TYPE C Type C Thin Surface Course Systems are those with a nominal layer thickness of more than 25mm but less than 40mm.
14mm MASTERPAVE - Approved System Provider5 Tarmac
PLANT NOMINAL
THICKNESS (mm) 3
STRUCTURAL FACTOR 4
AGGREGATE SOURCE
AGGREGATE PSV AAV TEST DATE
Tarmac Quarry Products - 35 4.3 Ballystockart Gritstone 67 9 10-02 Santon
Midland Quarry Products - Whitwick 35 3.7 Craig-Yr-Hesq Gritstone 69 7 7-02
Tarmac Quarry Products - Cavenham 35 3.9 Bayston Hill Gritstone 65 4 9-99
Tarmac Quarry Products - Dene 35 - Bayston Hill Gritstone 65 4 9-99 Tarmac Quarry Products - Ballidon 35 - Bayston Hill Gritstone 65 4 9-99 Tarmac Quarry Products - Caldon Low 35 - Bayston Hill Gritstone 65 4 9-99 Tarmac Quarry Products - Dene 35 - Mancetter Basalt 60 7 10-04 Tarmac Quarry Products - Ballidon 35 - Mancetter Basalt 60 7 10-04 Tarmac Quarry Products - Caldon Low 35 - Mancetter Basalt 60 7 10-04 Tarmac Quarry Products – Mancetter 35 - Mancetter Basalt 60 7 10-04
14MM AXOFLEX5 - Approved System Provider Lafarge
PLANT NOMINAL
THICKNESS (mm) 3
STRUCTURAL FACTOR 4
AGGREGATE SOURCE
AGGREGATE PSV AAV TEST DATE
Lafarge Aggregates Ltd 33
14mm AXOFIBRE5 - Approved System Provider Lafarge
PLANT NOMINAL
THICKNESS (mm) 3
STRUCTURAL FACTOR 4
AGGREGATE SOURCE
AGGREGATE PSV AAV TEST DATE
Lafarge Aggregates Ltd 33
14mm SMATEX5 - Approved System Provider Bardon Aggregates
PLANT NOMINAL
THICKNESS (mm) 3
STRUCTURAL FACTOR 4
AGGREGATE SOURCE
AGGREGATE PSV AAV TEST DATE
Bardon Aggregates -
Bardon Hill
Bardon Aggregates -Peterborough
35
35
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LABORATORY Lincolnshire County Council
THIN SURFACE (WEARING) COURSE SYSTEMS 1 and 2 (THIN SURFACINGS) TYPE C - Continued Type C Thin Surface Course Systems are those with a nominal layer thickness of more than 25mm but less than 40mm.
14mm MASTERPHALT – Approved System Provider5 UCS Surfacing and Specialist Surfacing
PLANT NOMINAL
THICKNESS (mm) 3
STRUCTURAL FACTOR 4
AGGREGATE SOURCE
AGGREGATE PSV AAV TEST DATE
35 - - - - - -
NOTES 1. Special requirements apply for Thin Surface Course Systems (Thin Surfacings). 2. It is essential that a design sheet for Thin Surface Course Systems (Thin Surfacings) is completed for each site by the contractor/ sub-contractor prior to works commencing. 3. Nominal compacted thickness for the particular Thin Surface Course System (Thin Surfacing). 4. Structural Factor is the relative structural contribution, corrected to the nominal thickness, that the particular Thin Surface Course System
(Thin Surfacing) will contribute. The higher the factor, the greater the structural contribution. Values in the range 3 to 4.5 indicate the material will contribute approximately the same, structurally as an equal thickness of hot rolled asphalt surface course.
For further advice on Thin Surface Course Systems (Thin Surfacings) consult Lincs Laboratory. 5. Only the listed system provider has approval to lay the particular system detailed.
1 December 2005
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LABORATORY Lincolnshire County Council
THIN SURFACE (WEARING) COURSE SYSTEMS 1 and 2 (THIN SURFACINGS) TYPE C Type C Thin Surface Course Systems are those with a nominal layer thickness of more than 25mm but less than 40mm.
14mm HITEX5 - Approved System Provider5 Bardon Aggregates
PLANT NOMINAL
THICKNESS (mm) 3
STRUCTURAL FACTOR 4
AGGREGATE SOURCE
AGGREGATE PSV AAV TEST DATE
Bardon Aggregates -Bardon Hill
Bardon Aggregates -Peterborough
35
35
14mm DURAFALT - Approved System Provider5 Hanson Aggregates, Coupland Surfacing, Ringway, CEMEX UK Construction Services Ltd and Premiere Asphalt
PLANT NOMINAL
THICKNESS (mm) 3
STRUCTURAL FACTOR 4
AGGREGATE SOURCE
AGGREGATE PSV AAV TEST DATE
Hanson Aggregates - Baston Fen 35 3.49 Griff Dolorite 62 8 8-02
Hanson Aggregates – Baston Fen
35 Craig-Yr-Hesq Gritstone 69 7 7-02
14mm VIATEX - Approved System Provider5 CEMEX
PLANT NOMINAL
THICKNESS (mm) 3
STRUCTURAL FACTOR 4
AGGREGATE SOURCE
AGGREGATE PSV AAV TEST DATE
CEMEX Materials UK Ltd Lincoln 35 3.58 Ballystockart Gritstone 67 9 10-02
14mm UCS THIN SURFACE COURSE - Approved System Provider5 UCS
PLANT NOMINAL
THICKNESS (mm) 3
STRUCTURAL FACTOR 4
AGGREGATE SOURCE
AGGREGATE PSV AAV TEST DATE
CEMEX Materials UK Ltd Lincoln 35 3.58 Ballystockart Gritstone 67 9 10-02
NOTES 1. Special requirements apply for Thin Surface Course Systems (Thin Surfacings). 2. It is essential that a design sheet for Thin Surface Course Systems (Thin Surfacings) is completed for each site by the contractor/ subcontractor prior to works commencing. 3. Nominal compacted thickness for the particular Thin Surface Course System (Thin Surfacing). 4. Structural Factor is the relative structural contribution, corrected to the nominal thickness, that the particular Thin Surface Course System
(Thin Surfacing) will contribute. The higher the factor, the greater the structural contribution. Values in the range 3 to 4.5 indicate the material will contribute approximately the same, structurally as an equal thickness of hot rolled asphalt surface course.
For further advice on Thin Surface Course Systems (Thin Surfacings) consult Lincs Laboratory. 5. Only the listed system provider has approval to lay the particular system detailed.
1 December 2005
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LABORATORY Lincolnshire County Council
THIN SURFACE (WEARING) COURSE SYSTEMS 1 and 2 (THIN SURFACINGS) TYPE C (Continued) Type C Thin Surface Course Systems are those with a nominal layer thickness of more than 25mm but less than 40mm.
14mm UL-M - Approved System Provider5 Ringway
PLANT NOMINAL
THICKNESS (mm) 3
STRUCTURAL FACTOR 4
AGGREGATE SOURCE
AGGREGATE PSV AAV TEST DATE
35 or 30
NOTES 1. Special requirements apply for Thin Surface Course Systems (Thin Surfacings). 2. It is essential that a design sheet for Thin Surface Course Systems (Thin Surfacings) is completed for each site by the contractor/ subcontractor prior to works commencing. 3. Nominal compacted thickness for the particular Thin Surface Course System (Thin Surfacing). 4. Structural Factor is the relative structural contribution, corrected to the nominal thickness, that the particular Thin Surface Course System
(Thin Surfacing) will contribute. The higher the factor, the greater the structural contribution. Values in the range 3 to 4.5 indicate the material will contribute approximately the same, structurally as an equal thickness of hot rolled asphalt surface course.
For further advice on Thin Surface Course Systems (Thin Surfacings) consult Lincs Laboratory. 5. Only the listed system provider has approval to lay the particular system detailed.
1 December 2005
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LABORATORY Lincolnshire County Council
PROPERITARY SINGLE LAYER SURFACING SYSTEMS1&2
20mm Masterpave-Approved System Provider5 Tarmac
PLANT NOMINAL
THICKNESS (mm) 3
STRUCTURAL FACTOR 4
AGGREGATE SOURCE
AGGREGATE PSV AAV TEST DATE
In the range 50 to 75
NOTES 1. Special requirements apply for Single Layer Surfacing Systems. These systems are designed to provide a combined regulating or binder course layer and surface course. 2. It is essential that a design sheet for Single Layer Surfacing Systems is completed for each site by the contractor/ subcontractor prior to works commencing. 3. Nominal compacted thickness for the particular Single Layer Surfacing Systems 4. Structural Factor is the relative structural contribution, corrected to the nominal thickness, that the particular Single Layer Surfacing Systems will contribute. The higher the factor, the greater the structural contribution. Values in the range 3 to 4.5 indicate the material will contribute approximately the same, structurally as an equal thickness of hot rolled asphalt surface course.
For further advice on these consult Lincs Laboratory. 5. Only the listed system provider has approval to lay the particular system detailed.
1 December 2005
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LABORATORY Lincolnshire County Council
SURFACE DRESSING CHIPPINGS Polished Stone Value (PSV), Aggregate Abrasion Value (AAV)
PSV VALUES OF 60 AND OVER
SUPPLIER AGG SOURCE AGGREGATE PSV AAV TEST DATE ROAD NOTE 39
AVERAGE CHIPPING SHAPE CATEGORY
14/20mm 8/14mm 6.3/10mm 2.8/6.3mm Hanson Aggregates Gelligaer Gritstone 69 8 7-02 - - - -
Hanson Aggregates Craig-Yr-Hesq Gritstone 69 7 7-02 - - - -
Bardon Aggregates Cribbarth Gritstone 66 12 7-01 - b b a-
Bardon Aggregates Haughmond Gritstone 65 4 5-03 - - c
PSV VALUES OF 55 TO 59
SUPPLIER AGG SOURCE AGGREGATE PSV AAV TEST DATE ROAD NOTE 39
AVERAGE CHIPPING SHAPE CATEGORY
14/20mm 8/14mm 6.3/10mm 2.8/6.3mm Hanson Aggregates Ingleton Gritstone 59 4 11-96 - - - -Hanson Aggregates Criggion Gritstone 58 4 8-02 - - - -Bardon Aggregates Bardon Hill Porphry 56 3 9-04 b a b c Tarmac Quarry Products Cliffe Hill Granite 56 3 7-02 - - - -
Tarmac Quarry Products Santon Works * Steel Slag 55 2 4-02 - - - b
Tarmac Quarry Products Santon Works B F Slag 55 12 4-04 - - b -Bardon Aggregates Croft Granite 55 4 9-03 - - - b
PSV VALUES OF 50 to 54
SUPPLIER AGG SOURCE AGGREGATE PSV AAV TEST DATE ROAD NOTE 39
AVERAGE CHIPPING SHAPE CATEGORY
14/20mm 8/14mm 6.3/10mm 2.8/6.3mm - - - - - - - - - -
PSV VALUES BELOW 50
SUPPLIER AGG SOURCE AGGREGATE PSV AAV TEST DATE ROAD NOTE 39
AVERAGE CHIPPING SHAPE CATEGORY
14/20mm 8/14mm 6.3/10mm 2.8/6.3mm Hanson Aggregates Auckley Pt Crushed
Gravel 45 2 10-97 - - b -Lafarge Aggregates Besthorpe Pit Pt Crushed
Gravel 44 - 5-01 - - - a Lafarge Aggregates Cromwell Pt Crushed
Gravel 43 - - - - - -Lafarge Aggregates Hemington Pt Crushed
Gravel 42 - 2-96 - - - -Hanson Aggregates Earith Pt Crushed
Gravel 40 - 5-04 - - b -
Lafarge Aggregates Longham Pt Crushed Gravel 40 - - - - - -
* 2.8/6.3mm or 6.3/10mm Steel Slag only
1 December 2005
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LABORATORY Lincolnshire County Council
NON FROST SUSCEPTIBLE TYPE 1 SUB-BASE
SUPPLIER AGGREGATE TYPE QUARRY/SOURCE APPROVAL DATE
Bardon Aggregates Granite Bardon Hill 3-03
Bardon Aggregates Granite Croft 12-04
Bardon Aggregates Limestone Crich 11-02
C and G Concrete Crushed Concrete North Cotes Airfield 7-04
C and G Concrete Crushed Gravel Norton Bottoms 7-02
Chestnut Homes Crushed Concrete Ex Skirbeck Rd, Boston 7-04
County Roadstone B F Slag Park Gate, Rotherham 2-00
County Roadstone and Eppleton Quarry Products
B.F.Slag Normanby Park Scunthorpe (Eppleton Quarry Products)
11-02
County Roadstone Crushed Concrete Frickley Colliery 7-02
County Roadstone and John Owen Crushed Concrete Tarmac Topfloor -Lound 3-03
Ennstone Breedon Ltd Limestone Cloud Hill 5-04
P J Thorey Limestone Leadenham 5-03
P J Thorey Crushed Concrete RAF Woodhall Spa 3-02
P J Thorey Crushed Concrete Coates, Peterborough 11-02
P J Thorey Crushed Concrete Paving Blocks Coates, Peterborough 9-04
GBM/Grantham Bros Crushed Concrete Binbrook Airfield 5-99
GBM/Grantham Bros Crushed Black Top Binbrook Airfield 6-00
Marshall (John Owen) Limestone Stainton, Maltby 5-03
Midland Quarry Products Granite Cliffe Hill 6-05
Midland Quarry Products Granite with Recycled Blacktop Cliffe Hill 7-05
Lafarge Aggregates Ltd Limestone Harry Croft 9-03
Lafarge Aggregates Ltd Limestone Whitwell 8-04
Lafarge Aggregates Ltd Limestone Langwith 3.05
Lafarge Aggregates Ltd Granite Buddon Wood (Mountsorrel) 9-04
Lafarge Aggregates Ltd Crushed Concrete Ex A1 Cromwell 1-02
Lafarge Aggregates Ltd Processed Rail Ballast Maskew Ave, Peterborough 5-03
Lafarge Aggregates Ltd Processed Rail Ballast Doncaster Railport 3-04
CEMEX Materials UK Ltd Limestone Doveholes 7-03
CEMEX Materials UK Ltd Limestone Raynes (via King’s Lynn) 7-03
CEMEX Materials UK Ltd Sandstone Brindister (via King’s Lynn) 5-97
Smiths Construction Crushed Concrete Scofton Airfield 5-03
Tarmac Quarry Products Ltd Limestone Holme Hall, Stainton, Maltby 3-05
Tarmac Quarry Products Ltd Limestone Bolsover Moor 11-02
Tarmac Quarry Products Ltd Limestone Dene 12-04
Tarmac Quarry Products Ltd B F Slag/Steel Slag blend Santon Works, Scunthorpe 11-04
Tarmac Recycled Aggregates Crushed Concrete Nottingham Recycling Centre 1-01
Welton Le Marsh Quarries Crushed Black Top Binbrook Airfield 7-00
Welton Le Marsh Quarries Crushed Concrete Binbrook Airfield 8-03
1 December 2005
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Lincolnshire County Council
LABORATORY
FROST SUSCEPTIBLE TYPE 1 SUB-BASE
SUPPLIER AGGREGATE TYPE QUARRY/SOURCE APPROVAL DATE
Bardon Aggregates Limestone Crossleys 3-04
Barry Patchett Plant Hire Blast Furnace Slag Ludford Airfield 2-01
Brauncewell Quarries Ltd Limestone Brauncewell 3-03
Bullimores Sand and Gravel Ltd Limestone Colley Weston 8-91
Darrington Quarries Limestone Barnsdale Bar 12-02
Eppleton Quarry Products Steel Slag Normanby Park, Scunthorpe 4-03
(Eppleton Quarry Products)
Lafarge Aggregates Ltd Processed Railway Ballast Doncaster Railport 10-03
Mick George Haulage Limestone South Witham 8-96
CEMEX Materials UK Ltd Limestone Goddards 5-03
CEMEX Materials UK Ltd Limestone Shining Bank 5-03
LCR Crushed Concrete and Various locations - contact Various
Bituminous Materials Lincs Laboratory for current
status
Lincolnshire County Council is in the process of revising the county’s specifications for sub-base. In future sub-bases complying with the appropriate BS EN Standards will be specified. The above lists are therefore subject to review as sources are re-assessed against the new standards.
1 December 2005
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LABORATORY Lincolnshire County Council
SUPPLIERS OF GEOSYNTHETICS
The materials listed are suitable for use in Development Roads as separating membranes, however it is not complete. Before using other geosynthetics please first check with Lincs Laboratory (01522 530355) to determine whether or not they will be suitable.
MANUFACTURERS OR SUPPLIERS TELEPHONE NAME/CODE
Godfreys Autoway 90 and 120, Geolay 609 01382 462000
Terram Limited Terram 1500 and 2000 014957 57722
Don and Low Lotrak 13/12, 16/15, 1800 and 280001307 452200
Cooper Clark Polyfelt TS 50 and TS 60 01204 862222
Land and Building Supplies, Sleaford UCO Fastrack 609 01529 414484
MMG Geolon G25 and G4001553 617791
Parker Typar 3601-3 and 3707 0115 986 2121
Tex Engineering Fibretex F-33S, F-43S, F-300 and F-330 01473 830030
Geosynthetics Rhyno GW8118, GW8123 and GW8129 01445 617140
1 December 2005
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Lincolnshire County Council
LABORATORY
6F2 CAPPING LAYER MATERIALS FOR DEVELOPMENT ROADS BUILT IN ACCORDANCE WITH THE 1999 SPECIFICATION
SUPPLIER AGGREGATE TYPE QUARRY/SOURCE APPROVAL DATE
Bardo Midlands/Premiere Lime Co Limestone Creeton 7-02
Bardon Aggregates Limestone Crossleys 5-02
Brauncewell Quarries Limestone Brauncewell 2-03
P J Thorey Crushed Concrete Low Road Spalding 5-02
P J Thorey Limestone Leadenham 3-03
Ennstone Johnstone Limestone South Witham 1-03
Robert Howell Limestone Spittlegate Level 5-02
Keigar Homes Ltd Crushed Concrete/Brick Harrisons Site Brigg 10-3
Lafarge Aggregates Crushed Concrete Cowbridge, Boston 6-03
Lafarge Aggregates Crushed Concrete Whisby 5-03
Longwood Quarries Limestone Longwood, Blankney 6-96
Pelham Homes Ltd Crushed Concrete/Blacktop Ropery Road Gainsborough 10-3
Singleton Birch Chalk South Thoresby 8-01
UCS Ltd Blacktop Planings Broadgate Site Spalding 10-3
Welton Quarries Chalk Welton Le Marsh 3-02
Tarmac Quarry Products Limestone Holme Hall Stainton Maltby 11-04
Tarmac Quarry Products Limestone Bolsover Moor 11-04
Tarmac Quarry Products Blast Furnace Slag Santon 8-05
Welton Quarries Limestone Lincoln Cathedral Quarry 3-05
NOTES:
The sources listed above are suitable for use as Granular Fill in Development Roads (Clause 6.8 of the 1999 Edition).
With the publication of the new Development Roads Specification on 1 February 2005 6F2 Capping Layer Material is specified instead of 6F2. A list of approved sources of 6F5 Capping is being developed. In due course 6F2 will no longer be a specified material for use in Lincolnshire.
If sources other than those listed above are proposed please contact Lincs Laboratory to establish the current status of the source.
For works other than Development Roads contact Lincs Laboratory to establish the suitability of the proposed source.
All the sources are classified as frost susceptible.
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LABORATORY Lincolnshire County Council
BLOCK PAVING BEDDING SAND
The sources listed below produce sand suitable for use as bedding for either concrete or clay paving blocks.
SUPPLIERS AGGREGATE SOURCE SITE TYPE
Hanson Needingworth III*
Hanson Baston Fen II
Hanson Earith IA
Hanson Auckley II
CEMEX Materials UK Ltd Hykeham (Sharp Sand) III
CEMEX Materials UK Ltd Tattershall (Sharp Sand) III
CEMEX Materials UK Ltd Norton Disney II
CEMEX Materials UK Ltd Manor Pit (Coarse Sand) II
C and G Concrete Kettleby (Grit Sand) II
Lafarge Aggregates Cromwell (Sharp Sand) II
Lafarge Aggregates Whisby (Grit Sand) II
Lafarge Aggregates Besthorpe II
Lafarge Aggregates Finningley II
Tarmac Hoveringham III
Tarmac Langford III
Tarmac Girton III
Woodhall Spa Sand and Gravel Kirkby on Bain (Filler Sand)
SAND CATEGORIES
SITE TYPE APPLICATION
IA Pavements subjected to significant channelised traffic, bus stations and loading .
IB Industrial pavements loading bays, Chart 6 Development Roads
II .General highways and other roads, Chart 3 Development Roads, pedestrianization projects with regular heavy trafficking, car parks, receiving some heavy traffic, footways regularly overridden by vehicular traffic.
III Pedestrianization projects with only occasional heavy traffic, car parks receivfing no heavy vehicles and footways.
NB
Contact Linc’s Lab for further advice.
1 December 2005
Site Type II sands can be considered suitable for use at Site Type 3 locations. Site Type IA sands are suitable for use at site Type 1B locations. The designation III* indicates the sand to be theoretically capable of performing satisfactorily on more arduous sites..
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READY MIXED CONCRETE
The sources listed below can be considered as approved sources of ready mixed concrete. Please check that the details of any mixes proposed by a supplier will meet your requirements and/or specification.
SUPPLIERS PLANT CEMENT SUPPLIER FINE AGGREGATE COARSE AGGREGATE
Ace Minimix Peterborough Castle, Ketton and Frodingham Maxey Maxey or Hoveringham
Ace Minimix Lincoln Rugby Cement, South Ferriby or Scunthorpe
Woodhall Spa Girton
C and G Concrete Ltd Baston Fen Castle, Ketton and Frodingham Cemex, Baston Cemex Baston and Norton Bottoms
C and G Concrete Ltd
C and G Concrete Ltd
Croft
Dogsthorpe
Castle, Ketton and Frodingham
Castle, Ketton and Frodingham Woodhall Spa S and G
Cemex, Baston and
Norton Bottoms
Norton Bottoms Norton Bottoms C and G Concrete Ltd
C and G Concrete Ltd
C and G Concrete Ltd
Downham Market
Frampton
Gedney
Castle, Ketton and Frodingham
Castle, Ketton and Frodingham
Castle, Ketton and Frodingham
Middleton East Bilney
Woodhall Spa S and G
Cemex, Baston
Middleton East Bilney
Norton Bottoms
Cemex, Baston and Norton Bottoms
C and G Concrete Ltd Grantham Castle, Ketton and Frodingham Norton Bottoms Norton Bottoms C and G Concrete Ltd
C and G Concrete Ltd
King’s Lynn
Kirkby on Bain
Castle, Ketton and Frodingham
Castle, Ketton and Frodingham Middleton East Bilney
Woodhall Spa S and G
Middleton East Bilney
Woodhall Spa S and G and Norton Bottoms
C and G Concrete Ltd Market Rasen Castle, Ketton and Frodingham Norton Bottoms Norton Bottoms C and G Concrete Ltd Norton Disney Castle, Ketton and Frodingham Norton Bottoms Norton Bottoms C and G Concrete Ltd
C and G Concrete Ltd
Sleaford
Stamford
Castle, Ketton and Frodingham
Castle, Ketton and Frodingham Woodhall Spa S and G
Cemex, Baston
Norton Bottoms
Norton Bottoms Readicrete Ltd
Readicrete Ltd
Peterborough
Wisbech
Castle Cement, Ketton and Purfleet
Castle Cement, Ketton and
Cemex, Eye and Cemex, Baston Hanson, Needingworth
Purfleet Cemex, Baston Cemex, Baston Lafarge Readymix Boston Castle Cement, Ketton Lafarge West Deeping
Lafarge Readymix
Lafarge Readymix
Lafarge Readymix
Lafarge Readymix
Grantham
Immingham
Newark
Peterborough
Rugby Cement, South Ferriby
Rugby Cement, South Ferriby
Rugby Cement, South Ferriby
Castle Cement, Ketton
Somersham
Lafarge, Whisby
Lafarge, Whisby
Lafarge, Cromwell
Lafarge West Deeping
Lafarge, West Deeping
Lafarge, Hemington
Lafarge, Whisby
Lafarge, Cromwell
Lafarge Readymix
Lafarge Readymix
Scunthorpe
Spalding
Rugby Cement, South Ferriby
Castle Cement, Ketton
or Somersham
Lafarge, Whisby
Lafarge West Deeping
Lafarge, West Deeping
Lafarge, Whisby
Lafarge Readymix West Deeping Castle Cement, Ketton or Somersham
Lafarge West Deeping
Lafarge, West Deeping
Lafarge Readymix Whisby Rugby Cement, South Ferriby or Somersham
Lafarge, Whisby
Lafarge, West Deeping
Lafarge, Whisby
1 December 2005
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LABORATORY Lincolnshire County Council
READY MIXED CONCRETE
The sources listed below can be considered as approved sources of ready mixed concrete. Please check that the details of any mixes proposed by a supplier will meet your requirements and/or specification.
SUPPLIERS PLANT CEMENT SUPPLIER FINE AGGREGATE COARSE AGGREGATE
Cemex Readymix Ltd Peterborough Titan Cement, Hull and Frodingham, Scunthorpe Cemex, Tattershall Cemex, Norton Disney
Cemex Readymix Ltd Boston Castle Cement, Ketton and Frodingham, Scunthorpe Cemex, Baston Fen Cemex, Baston Fen
Cemex Readymix Ltd Gainsborough Rugby Cement, South Ferriby Blue Circle, Weardale and
Cemex Readymix Ltd Frodingham, Scunthorpe Cemex, Hykeham Cemex, Hykeham
Grantham Castle Cement, Ketton and
Cemex Readymix Ltd Grimsby
Frodingham, Scunthorpe
Rugby Cement, South Ferriby
Cemex, Norton Disney Cemex, Norton Disney
Cemex Readymix Ltd Immingham
and Frodingham, Scunthorpe
Rugby Cement, South Ferriby
Cemex, Tattershall Cemex, Norton Disney
Cemex Readymix Ltd Lincoln
and Frodingham, Scunthorpe
Blue Circle Cement, Hope and
Cemex, Tattershall Cemex, Norton Disney
Cemex Readymix Ltd Louth
and Frodingham, Scunthorpe
Titan Cement, Hull and
Cemex, Hykeham Cemex, Hykeham
and Frodingham, Scunthorpe Cemex, Tattershall Cemex, Norton Disney Cemex Readymix Ltd Newark Blue Circle Cement, Hope and
Frodingham, Scunthorpe and Castle Cement, Ribblesdale Cemex, Norton Disney Cemex, Norton Disney
Cemex Readymix Ltd Pinchbeck Castle Cement, Ketton and Frodingham, Scunthorpe Cemex, Baston Fen Cemex, Baston Fen
Cemex Readymix Ltd Scunthorpe Rugby Cement, South Ferriby and Frodingham, Scunthorpe Cemex, Norton Disney Cemex, Norton Disney
Cemex Readymix Ltd Tattershall Thorpe Titan Cement, Hull and Frodingham, Scunthorpe
Rugby Cement, South Ferriby Cemex, Tattershall Cemex, Tattershall
Cemex Readymix Ltd Whisby Blue Circle Cement, Hope and Frodingham, Scunthorpe Cemex, Hykeham Cemex, Hykeham
Tarmac Topmix Ltd Lincoln Rugby Cement, South Ferriby or Scunthorpe Woodhall Spa Girton
Tarmac Topmix Ltd Peterborough Castle Cement, Frodingham and Ketton
Maxey Maxey or Hoveringham
The Concrete Company Grantham Titan Cement Hull and Frodingham Scunthorpe
Tarmac Maxey or Aggregate Industries
Tarmac Maxey or Aggregate Industries Pode
Pode Hole Hole
The Concrete Company Peterborough Titan Cement Hull and Frodingham Scunthorpe
Aggregate Industries Pode Hole
Aggregate Industries Pode Hole
The Concrete Compnay Kings Lynn Harwich, Derby and Frodingham Scunthorpe
Longwater Coxford Abbey or
Longwater Coxford Abbey or
Middleton Aggregates Middleton Aggregates West West Bilney Bilney
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Technical Services Group
LINCS
LABORATORY Lincolnshire County Council
POLYMER MODIFIED SURFACE DRESSING BINDERS
K1-70 UNMODIFIED EMULSION BINDERS
SUPPLIER SOURCE PRODUCT
Colas
ina Preston
Ellesmere Port
Surfix C K1-70
LanchorTotal F
Nynas UK AB
Warrington
Spraymuls K1-70
INTERMEDIATE OR MID-RANGE POLYMER MODIFIED BINDERS1
SUPPLIER SOURCE PRODUCT
Colas
ina Preston
Ellesmere Port
Surfix 80S
Lantex
Fleximulus
Total F
Nynas UK AB
Warrington
PREMIUM OR HEAVY DUTY POLYMER MODIFIED BINDERS2
SUPPLIER SOURCE PRODUCT
Colas
ina Preston
Ellesmere Port
Shelphalt SX
Novalastic
Duramuls
Total F
Nynas UK AB
Warrington
1 Suitable for sites described as Moderate sites - see Appendix 2.2 Table 4A of the Code of Practice: Highway Works (HT/141/94)
2 Suitable for sites described as Difficult Sites - see Appendix 2.2 Table 4A of the Code of Practice
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Technical Services Group
LINCS
LABORATORY Lincolnshire County Council
HAUC APPROVED PERMANENT COLD LAY SURFACING MATERIALS AS AT 1 JANUARY 1999
0/6mm MACADAM SURFACE COURSE
PLANT BINDER AGGREGATE/MATERIAL NAME
PCSM APPROVAL
DATES
PCSM APPROVAL CATEGORY
PCSM PRODUCT
No
Hanson Asphalt Granite / 6mm 20 December 1997 Footways and 016 Griff Quarry - Environmac Cycletracks only Nuneaton PCWC Warwickshire Material
Cemex Materials UK 100 pen Gritstone / 6mm 6 December 1997 Carriageways, 009 Ltd equivalent Limestone preRmaMac Footways and Blaenyfan Quarry Dust PCWC Cycletracks Pontyates Material Dyfed
Hanson Aggregates 200 pen Gritstone / 6mm 1 December 1998 Carriageways, 052 Leeds Plant equivalent Pathmaster Footways and Leeds PCWC Cycletracks
Material
Lafarge Aggregates Rye House Depot Hoddesdon Herts
-Granite / 6mm Limestone COLDPAVE
PCWC Material
7 December 1998 Footways and Cycletracks only
036
Lafarge Granite / 6mm 7 December 1998 Footways and 037 Aggregates - Limestone COLDPAVE Cycletracks only Mountsorrel Depot PCWC Leicestershire Material
Lafarge Aggregates Granite / 6mm 7 December 1998 Footways and 038 Trowse Depot - Limestone COLDPAVE Cycletracks only Trowse PCWC Norfolk Material Lafarge Aggregates Graig Depot Mold Clwyd
-Granite / 6mm Limestone COLDPAVE
PCWC
7 December 1998 Footways and Cycletracks only
039
Material
The materials detailed above are currently the only Permanent Cold Lay mixes approved by HAUC. Their use is restricted to utility reinstatements.
1 December 2005
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Technical Services Group
LINCS
LABORATORY Lincolnshire County Council
HAUC APPROVED PERMANENT COLD LAY SURFACING MATERIALS AS AT 1 JANUARY 1999
0/10mm MACADAM SURFACE COURSE
PLANT BINDER AGGREGATE/MATERIAL NAME
PCSM APPROVAL
DATES
PCSM APPROVAL CATEGORY
PCSM PRODUCT
No
Hanson Aggregates Granite / 10mm 20 December 1997 Footways and 016 Griff Quarry - Environmac Cycletracks only Nuneaton PCWC Warwickshire Material
Cemex Roadstone 100 pen Gritstone / 6mm 6 December 1997 Carriageways, 009 Ltd equivalent Limestone peRmaMac Footways and Blaenyfan Quarry PCWC Cycletracks Pontyates Material Dyfed
Hanson Aggregates 200 pen Gritstone / 10mm 1 December 1998 Carriageways, 052 Leeds Plant equivalent ARC Footways and Leeds COLDPHALT Cycletracks
PCWC Material
Lafarge Aggregates Granite / 10mm 7 December 1998 Footways and 036 Rye House Depot - Limestone COLDPAVE Cycletracks only Hoddeston PCWC Herts Material
Lafararge Aggregates Granite / 10mm 7 December 1998 Footways and 037 Mountsorrel Depot - Limestone COLDPAVE Cycletracks only Leicestershire PCWC
Material Lafarge Aggregates Trowse Depot Trowse Norfolk
-Granite / 10mm Limestone COLDPAVE
PCWC Material
7 December 1998 Footways and Cycletracks only
038
Lafarge Aggregates Granite / 10mm 7 December 1998 Footways and 039 Graig Depot - Limestone COLDPAVE Cycletracks only Mold Clwyd PCWC
Material
The materials detailed above are currently the only Permanent Cold Lay mixes approved by HAUC. Their use is restricted to utility reinstatements.
1 December 2005
32
Technical Services Group
LINCS
LABORATORY Lincolnshire County Council
HAUC APPROVED PERMANENT COLD LAY SURFACING MATERIALS AS AT 1 JANUARY 1999
0/20mm MACADAM BINDER COURSE
PLANT BINDER AGGREGATE/MATERIAL NAME
PCSM APPROVAL
DATES
PCSM APPROVAL CATEGORY
PCSM PRODUCT
No
Foster Yeoman 100 pen Recycled / 20mm 16 May 1996 Permanent 002 Grays equivalent Asphalt Foamix Reinstatement Essex PCBC of Footways,
Material Carriageway and Cycletracks
Hanson Aggregates 200 pen Granite / 20mm 2 December 1997 Carriageways, 021 Griff Quarry equivalent Environmac Footways and Nuneaton PCBC Cycletracks Warwickshire Material
Tarmac Basalt 0 / 20mm 6 December 1997 Footways and 022 Mancetter Quarry - Pathmaster Cycletracks only Mancetter PCBC Warwickshire Material
Cemex UK Materials 100 pen Gritstone / 20mm 6 December 1997 Carriageways, 033 Ltd equivalent Limestone peRmaMac Footways and Blaenyfan Quarry PCBC Cycletracks Pontyates Material Dyfed
Hanson Aggregates 100 pen Limestone / 20mm 1 December 1998 Carriageways, 053 Leeds Plant equivalent ARC Footways and Leeds COLDPHALT Cycletracks
Material
Bardon Aggregates 200 pen Recycled / 20mm 16 December 1998 Carriageways, 031 Angerstein Wharf equivalent Asphalt HAUCPHALT Footways and Greenwich PCBC Cycletracks London Material
The materials detailed above are currently the only Permanent Cold Lay mixes approved by HAUC. Their use is restricted to utility reinstatements.
1 December 2005
33
Technical Services Group
LINCS
LABORATORY Lincolnshire County Council
HAUC APPROVED PERMANENT COLD LAY BINDERS AS AT 1 JANUARY 1999
PCSM BINDERS
PLANT BINDER CERTIFICATION DATES APPROVED FOR NJUG REF
Coryton Refinery BP Bitumen Foamix 16 May 1996 Carriageways, Footways and 001 Stanford-le-Hope 100 pen equivalent Cycletracks Essex (with recycled asphalt)
Totton Works SWTD Prinmuls Mac 18 December 1996 Footways and 010 Southampton Emulsion Cycletracks only Hampshire (with Basalt and Limestone)
Warrington Works Colas Hawkmix Binder 20 August 1997 Carriageways, Footways and 032 Warrington System 100 pen equivalent Cycletracks Cheshire (with Basalt and Limestone)
Eastham Nynas UK AB MasterSet 17 August 1997 Carriageways, Footways and 017 Ellesmere Port W Binder System Cycletracks Merseyside 200 pen equivalent (with Granite)
Birmingham Esso Petroleum Co 1 August 1997 Carriageways, Footways and 020 Bitumen and Emulsion Permaset 201B Binder Cycletracks Plant 200 pen equivalent (with Granite)
Birmingham Esso Petroleum Co 1 August 1997 Footways and 015 Bitumen and Emulsion Permaset 201F Binder Cycletracks only Plant (with Granite)
Warrington Works Colas Ltd 6 December 1997 Footways and 034 Warrington Super Leocatic Mix Binder Cycletracks only Cheshire (with Basalt, Limestone and
Gritstone) Kingsbury Plant Instarmac Ltd 1 December 1998 Carriageways, Footways and 061 Tamworth Z Binder System Cycletracks Staffordshire 50 pen equivalent (with Basalt)
Eastham Nynas U K AB 16 December 1998 Carriageways, Footways and 029 Ellesmere Port HAUCSET B Binder Cycletracks Merseyside 200 pen equivalent
(with recycled Asphalt Pavement)
The materials detailed above are currently the only Permanent Cold Lay mixes approved by HAUC. Their use is restricted to utility reinstatements.
1 December 2005
34
Technical Services Group
LINCS
LABORATORY Lincolnshire County Council
HAPAS CERTIFICATED PERMANENT COLD LAY SURFACING MATERIALS AS AT 1 December 2005
0/6mm MACADAM SURFACE COURSE
SUPPLIER AGGREGATE/MATERIAL HAPAS APPROVAL HAPAS NAME APPROVAL CATEGORY CERTIFICATE
DATES NO.
Instarmac Group PLC Ultracrete IRR 22 March 2002 Class 2,3 & 4 01/H060 Kingsbury Link Carriageways Trinity Road Footways and Kingsbury Cycle Tracks Tamworth B78 2EX
Tarmac Ltd PathMaster 30 October 2002 Footways and 02/H073 Millfields Road Cycle Tracks Ettingshall Only Wolverhampton West Midlands WV4 6JP
Aggregate Industries UK Ltd Versatex Permanent 30 September Footways and 03/H082 Rockbeare Quarry 2003 Cycle Tracks Exeter Only Devon EX5 2NB
0/10mm MACADAM SURFACE COURSE
SUPPLIER AGGREGATE/MATERIAL NAME
HAPAS APPROVAL
DATES
APPROVAL CATEGORY
HAPAS CERTIFICATE
NO.
Instarmac Group PLC Kingsbury Link Trinity Road Kingsbury Tamworth B78 2EX
Ultracrete IRR 22 March 2002 Class 2,3 & 4 Carriageways Footways and Cycle Tracks
01/H060
Tarmac Ltd Millfields Road Ettingshall Wolverhampton West Midlands WV4 6JP
PathMaster 30 October 2002 Footways and Cycle Tracks Only
02/H073
Aggregate Industries UK Ltd Rockbeare Quarry Exeter Devon EX5 2NB
Versatex Permanent 30 September 2003
Footways and Cycle Tracks Only
03/H082
1 December 2005
35
Technical Services Group
LINCS
LABORATORY Lincolnshire County Council
HAPAS CERTIFICATED PERMANENT COLD LAY SURFACING MATERIALS AS AT 1 December 2005
0/20mm MACADAM BINDER COURSE
SUPPLIER AGGREGATE/MATERIAL HAPAS APPROVAL HAPAS NAME APPROVAL CATEGORY CERTIFICATE
DATES NO.
Tarmac Ltd PathMaster 20mm 30 October 2002 Footways and 02/H073 Millfields Road Cycle Tracks Ettingshall Only Wolverhampton West Midlands WV4 6JP
Tarmac Ltd PathMaster 20mm (Dense) 30 October 2002 Footways and 02/H073 Millfields Road Cycle Tracks Ettingshall Only Wolverhampton West Midlands WV4 6JP
Tarmac Ltd Remac Foamix 15 October 2004 Type 4 04H099 Millfields Road Carriageways Ettingshall Footways and Wolverhampton Cycle Tracks West Midlands WV4 6JP
Aggregate Industries UK Ltd HAUCPHALT 18 September Type 4 03/H083 Emily House 2003 Carriageways 8-10 Emily Street Footways and Highgate Cycle Tracks Birmingham B12 0XN
0/10mm STONE MASTIC ASPHALT (SMA)
SUPPLIER AGGREGATE/MATERIAL NAME
HAPAS APPROVAL
DATES
APPROVAL CATEGORY
HAPAS CERTIFICATE
NO.
Tarmac Ltd Millfields Road Ettingshall Wolverhampton West Midlands WV4 6JP
Roadmaster 29 June 2004 Type 2,3 & 4 Carriageways Footways and Cycle Tracks
04/H096
1 December 2005
36
Technical Services Group
LINCS
LABORATORY Lincolnshire County Council
HIGH FRICTION SURFACES SYSTEMS
HIGHWAYS AUTHORITIES PRODUCT APPROVAL SCHEME (HAPAS)
APPROVED HIGH FRICTION SURFACE SYSTEMS (HFS) WITH HAPAS ACCREDITATION
HFS Type 1
SYSTEM PROVIDER SYSTEM CERTIFICATE NUMBER
AGGREGATE BINDER
Colas Spraygrip HFS System 98/H001 Calcined Bauxite Epoxy
Conren Ltd Conren Truegrip HFS System 00/H035 Calcined Bauxite Epoxy
HTS Ltd HTS Type 1 Thermoplastic HFS system
04/H088 Calcined Bauxite Thermoplastic
Jobling Purser Ltd Rocbinda HFS System 99/H031 Calcined Bauxite Polyurethane
Leeson Polyurethanes D3149 HFS System 01/H049 Calcined Bauxite Polyurethane
Prismo Zebraflex Suregrip HFS System
98/H002 Calcined Bauxite Epoxy
Prismo Zebraflex Type 1 HFS System 00/H043 Calcined Bauxite Thermoplastic
Prismo Tyregrip Type 1 HFS System 05/H115 Calcined Bauxite Epoxy
Road Techs Europe Ltd Techgrip Type 1 Thermoplastic HFS System
03/H081 Calcined Bauxite Thermosplastic
Road Techs Europe Ltd Daragrip HFS System 04/H102 Calcined Bauxite Epoxy
Stirling Lloyd Polychem Ltd Safetrack HW HFS System 04/H090 Calcined Bauxite Methyl Methacrylate
Tarmac Ltd Mastergrip HFS System 98/H003 Calcined Bauxite Epoxy
Trustseal Ltd Keygrip Epoxy 924 HFS System
00/H039 Calcined Bauxite Epoxy
Trustseal Ltd Keygrip Type 1 Thermoplastic HFS System
01/H058 Calcined Bauxite Thermoplastic
HFS Type 2
SYSTEM PROVIER SYSTEM CERTIFICATE NUMBER
AGGREGATE BINDER
Adbrut Hotgrip HFS System 05/H111 Calcined Bauxite Thermoplastic
HFS Type 3
SYSTEM PROVIDER SYSTEM CERTIFICATE NUMBER
AGGREGATE BINDER
Shildon Thermoplastics Thermogrip Type 3 04/H098 Calcined Bauxite Thermoplastic Ltd High Friction Surfacings System Granite and Gritstone
Trustseal Ltd Keygrip Thermoplastic HFS 01/H044 Calcined Bauxite Thermoplastic System
Please contact Lincs Laboratory when selecting High Friction Surfaces Systems.
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