Common use of Track characteristics Clause in Contracts

Track characteristics. The surface shall be a dense asphalt surface with a uniform gradient of not more than two per cent and shall not deviate more than 6 mm when tested with a 3 m straight edge. The test surface shall have a pavement of uniform age, composition, and wear. The test surface shall be free of loose material or foreign deposits. The maximum chipping size shall be from 8 mm to 13 mm. The average macro texture depth measured as specified in ASTM E 965-96 (reapproved 2006) shall be (0.7 ± 0.3) mm. The surface friction value for the wetted track shall be established by one or other of the following methods according to the discretion of the Contracting Party."

Appears in 5 contracts

Samples: unece.org, unece.org, unece.org

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Track characteristics. The surface shall be a dense asphalt surface with a uniform gradient of not more than two per cent and shall not deviate more than 6 mm when tested with a 3 m straight edge. The test surface shall have a pavement of uniform age, composition, and wear. The test surface shall be free of loose material or foreign deposits. The maximum chipping size shall be from 8 mm to 13 mm. The average macro texture depth measured as specified in ASTM E 965-96 (reapproved 2006) shall be (0.7 ± 0.3) mm. The surface friction value for the wetted track shall be established by one or other of the following methods according to the discretion of the Contracting Party."

Appears in 4 contracts

Samples: Agreement, Agreement, Agreement

Track characteristics. The surface shall be a dense asphalt surface with a uniform gradient of not more than two per cent and shall not deviate more than 6 mm when tested with a 3 m straight edge. The test surface shall have a pavement of uniform age, composition, and wear. The test surface shall be free of loose material or foreign deposits. The maximum chipping size shall be from 8 mm to 13 mm. The average macro texture sand depth measured as specified in EN13036-1:2001 and ASTM E 965-96 (reapproved 2006) shall be (0.7 ± 0.3) 0.3 mm. The surface friction value for the wetted track shall be established by one or other of the following methods according to the discretion of the Contracting Party."

Appears in 1 contract

Samples: unece.org

Track characteristics. The surface shall be a dense asphalt surface with a uniform gradient of not more than two per cent and shall not deviate more than 6 mm when tested with a 3 m straight edgestraightedge. The test surface shall have a pavement of uniform age, composition, and wear. The test surface shall be free of loose material or foreign deposits. The maximum chipping size shall be from 8 mm to 13 mm. The average macro texture sand depth measured as specified in EN13036-1:2001 and ASTM E 965-965- 96 (reapproved 2006) shall be (0.7 ± 0.3) 0.3 mm. The surface friction value for the wetted track shall be established by one or other of the following methods according to the discretion of the Contracting Party."

Appears in 1 contract

Samples: www.unece.org

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Track characteristics. The surface shall be a dense asphalt surface with a uniform gradient of not more than two per cent and shall not deviate more than 6 mm when tested with a 3 m straight edge. The test surface shall have a pavement of uniform age, composition, and wear. The test surface shall be free of loose material or foreign deposits. The maximum chipping size shall be from 8 mm to 13 mm. The average macro texture sand depth measured as specified in EN13036-1:2001 and ASTM E 965-965- 96 (reapproved 2006) shall be (0.7 ± 0.3) 0.3 mm. The surface friction value for the wetted track shall be established by one or other of the following methods according to the discretion of the Contracting Party."

Appears in 1 contract

Samples: unece.org

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