AGGREGATE BASE AND SURFACE COURSE ITEMS - Alaska
equivalent to P-209 Crushed Aggregate Base Course. b. Chemical Stabilization . Provide the specific chemical stabilization material designated in the Plans. Portland cement shall meet the requirements of AASHTO M 85. Emulsified asphalt cement shall meet the requirements of AASHTO M 140. Cationic emulsified asphalt shall meet the requirements of AASHTO M 208.
Specifications For CRUSHED AGGREGATE BASE COARSE #2 & #3,
Specifications For CRUSHED AGGREGATE BASE COARSE #2 & #3 (COMPACTION GRAVEL) (2016 Maintenance and Construction Work) The Town of Rice Lake will be accepting bid proposals on a cost per ton basis for the following materials to be picked up and/or delivered for possible road projects during the year of 2016: Crushed Aggregate Base Coarse
Aggregates Specifications - OSSGA
Aggregates for HL 3, HL 4 and Superpave 4.75, 9.5 and 12.5 surface course mixes do not have specific requirements for frictional properties, except for northern Ontario. In this region, most of the locally available aggregates are of igneous or metamorphic origin, with hard, wear-resistant minerals. These aggregates generally give good frictional properties in contrast to pavements
SPECIFICATION P–208. AGGREGATE BASE COURSE
SPECIFICATION P–208. AGGREGATE BASE COURSE DESCRIPTION 208–1.1 This Work consists of a base course composed of hard, durable particles or fragments of crushed coarse aggregate blended with either binder and fine aggregate or filler. Construct it on a prepared underlying course in accordance with these Specifications and in conformance with the
Specifications For CRUSHED AGGREGATE BASE COARSE #2 &
Specifications For CRUSHED AGGREGATE BASE COARSE #2 & #3 (COMPACTION GRAVEL) (2016 Maintenance and Construction Work) The Town of Rice Lake will be accepting bid proposals on a cost per ton basis for the following materials to be picked up and/or delivered for possible road projects during the year of 2016: Crushed Aggregate Base Coarse
SPECIFICATION P–208. AGGREGATE BASE COURSE
SPECIFICATION P–208. AGGREGATE BASE COURSE DESCRIPTION 208–1.1 This Work consists of a base course composed of hard, durable particles or fragments of crushed coarse aggregate blended with either binder and fine aggregate or filler. Construct it on a prepared underlying course in accordance with these Specifications and in conformance with the
3138 Aggregate for Surface and Base Courses 3138.1 SCOPE,
Aggregate for Surface and Base Courses. 3138.1 SCOPE. This Specification covers the quality of aggregates used in construction of aggregate surfaced roads, shoulders and dense graded base courses. 3138.2 REQUIREMENTS . A Aggregate Composition . The source of supply and quality of the material is subject to approval by the Engineer in accordance with
Standards for Federal Aviation Specifying, - ICAO
– P-209 Crushed Aggregate Base Course – P-219 Recycled Concrete Aggregate Base Course • Rigid Base Course – P-301 Soil-Cement Base Course – P-304 Cement-Treated Base Course – P-306 Econocrete Base Course • Flexible Surface Courses – P-401 Plant Mix Bituminous Pavement – P-403 Plant Mix Bit. (Base, Leveling or Surface Course) • Rigid Surface Course
NCC Clause 971AR - Stone Mastic Asphalt Surface Course for,
permitted as course and fine aggregates in SMA surface courses. 2.2 Filler 2.2.1 Added filler shall only be crushed limestone or other approved material in accordance with the requirements of BS EN 13043, 5.2.1. 2.3 Binder Grades 2.3.1 As alternatives to the standard material references SC1 and SC2 listed in NCC
APPENDIX 1.2D SPECIFICATION FOR STONE MASTIC ASPHALT,
The aggregate grading and binder content at the target composition shall conform to Table D3.2A, Table D3.2B or Table D3.2C as appropriate. D.3.2.1 Specification for 14mm stone mastic asphalt surface course . Table D3.2A Target limits for composition for 14 SMA surface course mixtures. SMA 14 surf 40/60 EN nomenclature SMA 14 surf 40/60
TRANSPORT SCOTLAND INTERIM AMENDMENT No 35/15: TS2010,
1.1 TS2010 Surface Course 1 1.2 Relationship to Overseeing Organisation National Manuals 1 1.3 Specification with Notes for Guidance 2 2 TS2010 Stone Mastic Asphalt Surface Course - Specification 3 2.1 General 3 2.2 Constituent Materials 3 2.2.1 Binder 3 2.2.2 Aggregate 3 2.2.3 Added filler 4 2.2.4 Recycled material 4
KM C224e-20171102091412 - Asphalt Plus
aggregate for the SMA surface course shall be crushed steel slag, quartzite, granite, diabase / trap rock or crushed gravel with the option to use up to 10% coarse portion Category 1 FRAP or up to 25% coarse portion of Category 1 FRAP from a friction SMA source. The coarse aggregate for the SMA binder course shall be crushed gravel, quartzite, granite, or diabase / trap rock
Marshall Asphalt for Airfields - GOV.UK
properties to provide a surface course that is laid at a nominal depth of less than 50 mm (previously limited to 40 mm). Uncrushed Aggregate Aggregate resulting from the natural disintegration of rock. Wearing Course Previous name for ‘Surface Course’. (NOTE. This glossary is common to all DE Specifications for asphalt and concrete
MANUAL OF CONTRACT DOCUMENTS FOR HIGHWAY WORKS
#NG 911 (05/18) Hot Rolled Asphalt Surface Course (Design Mixtures) 6 NG 912 (05/18) Close Graded Asphalt Concrete Surface Course 6 NG 915 (05/18) Coated Chippings for Application to Hot Rolled Asphalt Surfacings 7 NG 916 (05/18) Open Graded Asphalt Concrete Surface Course 7 NG 918 (05/18) Slurry Surfacing Incorporating Microsurfacing7 NG 919 (05/18) Surface
specification for crushed aggregate surface course
SPECIAL SPECIFICATION 2011 Crushed Aggregate Base . SPECIAL SPECIFICATION 2011 Crushed Aggregate Base Course 1 Description Construct a foundation course for a surface course or for other base courses, composed of crushed aggregate materials as described in this specification, in one or more courses, in conformity with the typical sections shown on
Specifications For CRUSHED AGGREGATE BASE COARSE #2 &
Specifications For CRUSHED AGGREGATE BASE COARSE #2 & #3 (COMPACTION GRAVEL) (2016 Maintenance and Construction Work) The Town of Rice Lake will be accepting bid proposals on a cost per ton basis for the following materials to be picked up and/or delivered for possible road projects during the year of 2016: Crushed Aggregate Base Coarse
SPECIFICATION P–208. AGGREGATE BASE COURSE
SPECIFICATION P–208. AGGREGATE BASE COURSE DESCRIPTION 208–1.1 This Work consists of a base course composed of hard, durable particles or fragments of crushed coarse aggregate blended with either binder and fine aggregate or filler. Construct it on a prepared underlying course in accordance with these Specifications and in conformance with the
Aggregates Specifications - OSSGA
Aggregates for HL 3, HL 4 and Superpave 4.75, 9.5 and 12.5 surface course mixes do not have specific requirements for frictional properties, except for northern Ontario. In this region, most of the locally available aggregates are of igneous or metamorphic origin, with hard, wear-resistant minerals. These aggregates generally give good frictional properties in contrast to pavements
NCC Clause 971AR - Stone Mastic Asphalt Surface Course for,
permitted as course and fine aggregates in SMA surface courses. 2.2 Filler 2.2.1 Added filler shall only be crushed limestone or other approved material in accordance with the requirements of BS EN 13043, 5.2.1. 2.3 Binder Grades 2.3.1 As alternatives to the standard material references SC1 and SC2 listed in NCC
TRANSPORT SCOTLAND INTERIM AMENDMENT No 35/15: TS2010,
1.1 TS2010 Surface Course 1 1.2 Relationship to Overseeing Organisation National Manuals 1 1.3 Specification with Notes for Guidance 2 2 TS2010 Stone Mastic Asphalt Surface Course - Specification 3 2.1 General 3 2.2 Constituent Materials 3 2.2.1 Binder 3 2.2.2 Aggregate 3 2.2.3 Added filler 4 2.2.4 Recycled material 4
APPENDIX 1.2D SPECIFICATION FOR STONE MASTIC ASPHALT,
The aggregate grading and binder content at the target composition shall conform to Table D3.2A, Table D3.2B or Table D3.2C as appropriate. D.3.2.1 Specification for 14mm stone mastic asphalt surface course . Table D3.2A Target limits for composition for 14 SMA surface course mixtures. SMA 14 surf 40/60 EN nomenclature SMA 14 surf 40/60
KM C224e-20171102091412 - Asphalt Plus
aggregate for the SMA surface course shall be crushed steel slag, quartzite, granite, diabase / trap rock or crushed gravel with the option to use up to 10% coarse portion Category 1 FRAP or up to 25% coarse portion of Category 1 FRAP from a friction SMA source. The coarse aggregate for the SMA binder course shall be crushed gravel, quartzite, granite, or diabase / trap rock
Marshall Asphalt for Airfields - GOV.UK
properties to provide a surface course that is laid at a nominal depth of less than 50 mm (previously limited to 40 mm). Uncrushed Aggregate Aggregate resulting from the natural disintegration of rock. Wearing Course Previous name for ‘Surface Course’. (NOTE. This glossary is common to all DE Specifications for asphalt and concrete
MANUAL OF CONTRACT DOCUMENTS FOR HIGHWAY WORKS
#NG 911 (05/18) Hot Rolled Asphalt Surface Course (Design Mixtures) 6 NG 912 (05/18) Close Graded Asphalt Concrete Surface Course 6 NG 915 (05/18) Coated Chippings for Application to Hot Rolled Asphalt Surfacings 7 NG 916 (05/18) Open Graded Asphalt Concrete Surface Course 7 NG 918 (05/18) Slurry Surfacing Incorporating Microsurfacing7 NG 919 (05/18) Surface
