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Track characteristics Sample Clauses

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. 1.1.1. Standard Reference Test Tyre (SRTT) method This method uses the Standard Reference Test Tyre SRTT16. Using the procedure described in paragraph 4.2. of part (A) of this Annex, perform in the same area where the average macro texture depth was measured one braking test of the reference tyre, consisting of at least six (6) valid test runs in the same direction. Evaluate the braking test as described in paragraphs 4.2.8.1. and 4.2.8.2. of part (A) of this Annex. If the coefficient of variation CVµ exceeds 4 per cent, dismiss the results and repeat the braking test. The arithmetic mean ( ) of the measured peak braking force coefficients shall be corrected for the effects of temperature as follows: where ϑ is the wetted track surface temperature in degrees Celsius, and . The temperature corrected average peak braking force coefficient (µpeak,corr) shall be not less than 0.65 and not greater than 0.90. The test shall be conducted using the lanes and length of the track to be used for the wet grip test. For the trailer method, testing is run in such a way that braking occurs within 10 meters distance of where the surface was characterized. 1.1.2. The Type Approval Authority shall satisfy itself of the characteristics of the track on the basis of evidence produced in test reports.
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 straightedge. 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 sand depth measured as specified in EN13036-1:2001 and 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. 1.1.1. Standard reference test tyre (SRTT) method The average peak braking coefficient (μ peak average) of the ASTM E1136 - 93 (reapproved 2003) reference tyre (Test method using a trailer or a tyre test vehicle as specified in clause 2.1) shall be 0.7 +/- 0.1 (at 65 km/h and 180 kPa). The measured values shall be corrected for the effects of temperature as follows: pbfc = pbfc (measured) + 0.0035 · (t - 20)
Track characteristics. The track shall have a dense asphalt surface with a gradient in any direction not exceeding 2 per cent. It shall be of uniform age, composition, and wear and shall be free of loose material or foreign deposits. The maximum chipping size shall be 10 mm (tolerances permitted from 8 mm to 13 mm) and the sand depth measured as specified in ASTM E-965 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: 1.1.1. Standard reference test tyre (SRTT) method When tested using the SRTT and the method given in paragraph 2.1. the average peak brake force coefficient (pbfc) shall be between 0.6 and 0.8. The measured values shall be corrected for the effects of temperature as follows: pbfc = pbfc (measured) + 0.003 · 5(t − 20) where "t" is the wetted track surface temperature in degrees Celsius. The test shall be conducted using the lanes and length of the track to be used for the wet grip test; 1.1.2. British pendulum number (BPN) method The averaged British pendulum number (BPN) of the wetted track, measured in accordance with the procedure given in the American Society for Testing and Materials (ASTM) standard 303-93 (re-approved 1998) and using the pad as specified in ASTM standard E 501-94, shall be between 40 and 60 after temperature correction. Unless temperature correction recommendations are indicated by the pendulum manufacturer, the following formula can be used: BPN = BPN (measured value) + 0.34 · t − 0.0018 · t² − 6.1 where "t" is the wetted track surface temperature in degrees Celsius. In the lanes of the track to be used during the wet grip tests, the BPN shall be measured at intervals of 10 m along the length of the lanes. The BPN shall be measured 5 times at each point and the coefficient of variation of the BPN averages shall not exceed by 10 per cent. 1.1.3. The type approval authority shall satisfy itself of the characteristics of the track on the basis of evidence produced in test reports.
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."
Track characteristics. The track shall have a dense asphalt surface with a gradient in any direction not exceeding 2 per cent. It shall be of uniform age, composition, and wear and shall be free of loose material or foreign deposits. The maximum chipping size shall be 10 mm (tolerances permitted from 8 mm to 13 mm) and the sand depth measured as specified in ASTM standard E 965-96 (2006) shall be 0.7 ± 0.3
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 straightedge. 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 sand depth measured as specified in EN13036-1:2001 and 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. 1.1.1. Standard reference test tyre (SRTT) method The average peak braking coefficient (μ peak average) of the ASTM E1136 - 93 (reapproved 2003) reference tyre (Test method using a trailer or a tyre test vehicle as specified in clause 2.1) shall be 0.7 +/- 0.1 (at 65 km/h and 180 kPa). The measured values shall be corrected for the effects of temperature as follows: pbfc = pbfc (measured) + 0.0035 · (t - 20) where "t" is the wetted track surface temperature in degrees Celsius. The test shall be conducted using the lanes and length of the track to be used for the wet grip test. For the trailer method, testing is run in such a way that braking occurs within 10 metres distance of where the surface was characterized. 1.1.2. British pendulum number (BPN) method The averaged British Pendulum Number (BPN) British Pendulum Tester method as specified in ASTM E 303-93 (reapproved 2008) using the Pad as specified in ASTM E 501-08 shall be (50 ± 10) BPN after temperature correction. BPN shall be corrected by the wetted road surface temperature. Unless temperature correction recommendations are indicated by the British pendulum manufacturer the following formula can be used:
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." Paragraph 1.1.1. amend to read: 1.1.1. Standard Reference Test Tyre (SRTT) method This method uses the Standard Reference Test Tyre SRTT16. Using the procedure described in paragraph 4.2. of part (A) of this Annex, perform in the same area where the average macro texture depth was measured one braking test of the reference tyre, consisting of at least six (6) valid test runs in the same direction. Evaluate the braking test as described in paragraphs 4.2.8.1. and 4.2.8.2. of part (A) of this Annex. If the coefficient of variation CVµ exceeds 4 per cent, dismiss the results and repeat the braking test. The arithmetic mean (ߤ’‡തƒ) of the measured peak braking force coefficients shall be corrected for the effects of temperature as follows: ߤ’‡ƒǡൌ ‘ߤ’”‡”തƒ൅ܽήሺߴെߴ଴ሻ where ׇis the wetted track surface temperature in degrees Celsius, ܽൌ ͲǤͲͲ Ԩʹିଵand ߴ଴ൌʹͲ Ԩ. The temperature corrected average peak braking force coefficient (µpeak,corr) shall be not less than 0.65 and not greater than 0.90. The test shall be conducted using the lanes and length of the track to be used for the wet grip test. For the trailer method, testing is run in such a way that braking occurs within 10 meters distance of where the surface was characterized."

Related to Track characteristics

  • Characteristics The Contracts have the following characteristics: (i) all the Contracts are secured by Motorcycles; (ii) no Contract has a remaining maturity of more than 84 months; and (iii) the final scheduled payment on the Contract with the latest maturity is due no later than July 27, 2030. Approximately 63.90% of the Pool Balance as of the Cutoff Date is attributable to loans for purchases of new Motorcycles and approximately 36.10% is attributable to loans for purchases of used Motorcycles. No Contract was originated after the Cutoff Date. No Contract has a Contract Rate less than 0.010%.

  • Individual Characteristics Each Receivable has the following individual characteristics as of the Cut-Off Date: (i) each Receivable is secured by a new or used automobile, minivan, or sport utility vehicle; (ii) each Receivable has an APR of no less than 0.00% and not more than 12.01%; (iii) each Receivable had an original term to maturity of not more than 72 months and not less than 12 months and each Receivable has a remaining term to maturity, as of the Cut-Off Date, of 2 months or more; (iv) each Receivable has an Outstanding Principal Balance as of the Cut-Off Date of greater than or equal to $4.00; (v) no Receivable has a scheduled maturity date later than January 7, 2019; (vi) no Receivable was more than 30 days past due as of the Cut-Off Date; (vii) as of the Cut-off Date, no Receivable was noted in the records of VCI or the Servicer as being the subject of any pending bankruptcy or insolvency proceeding; (viii) no Receivable is subject to a force-placed Insurance Policy on the related Financed Vehicle; (ix) each Receivable is a Simple Interest Receivable; (x) each of the Receivables were selected using selection procedures that were not known or intended by VCI or the Servicer to be adverse to the Issuer; and (xi) the Dealer of the Financed Vehicle has no participation in, or other right to receive, any proceeds of such Receivable.

  • Mortgage Loan Characteristics The characteristics of the related Mortgage Loan Package are as set forth on the description of the pool characteristics for the applicable Mortgage Loan Package delivered pursuant to Section 11 on the related Closing Date in the form attached as Exhibit B to each related Assignment and Conveyance Agreement;

  • Physical File Characteristics 6.2.1 The Optional Daily Usage File will be distributed to Comcast Phone via an agreed medium with CONNECT:Direct being the preferred transport method. The ODUF feed will be a variable block format (2476) with an LRECL of 2472. The data on the ODUF feed will be in a non-compacted EMI format (175 byte format plus modules). It will be created on a daily basis (Monday through Friday except holidays). Details such as dataset name and delivery schedule will be addressed during negotiations of the distribution medium. There will be a maximum of one dataset per workday per OCN. 6.2.2 Data circuits (private line or dial-up) will be required between BellSouth and Comcast Phone for the purpose of data transmission. Where a dedicated line is required, Comcast Phone will be responsible for ordering the circuit, overseeing its installation and coordinating the installation with BellSouth. Comcast Phone will also be responsible for any charges associated with this line. Equipment required on the BellSouth end to attach the line to the mainframe computer and to transmit successfully ongoing will be negotiated on an individual case basis. Where a dial-up facility is required, dial circuits will be installed in the BellSouth data center by BellSouth and the associated charges assessed to Comcast Phone. Additionally, all message toll charges associated with the use of the dial circuit by Comcast Phone will be the responsibility of Comcast Phone. Associated equipment on the BellSouth end, including a modem, will be negotiated on an individual case basis between the Parties. All equipment, including modems and software, that is required on Comcast Phone end for the purpose of data transmission will be the responsibility of Comcast Phone.

  • ODUF Physical File Characteristics 6.2.1 ODUF will be distributed to TWTC via Secure File Transfer Protocol (FTP). The ODUF feed will be a variable block format. The data on the ODUF feed will be in a non-compacted EMI format (175 byte format plus modules). It will be created on a daily basis Monday through Friday except holidays. Details such as dataset name and delivery schedule will be addressed during negotiations of the distribution medium. There will be a maximum of one dataset per workday per OCN. If AT&T determines the Secure FTP Mailbox is nearing capacity levels, AT&T may move the customer to CONNECT: Direct file delivery. 6.2.2 If the customer is moved, CONNECT: Direct data circuits (private line or dial-up) will be required between AT&T and TWTC for the purpose of data transmission. Where a dedicated line is required, TWTC will be responsible for ordering the circuit, overseeing its installation and coordinating the installation with AT&T. TWTC will also be responsible for any charges associated with this line. Equipment required on the AT&T end to attach the line to the mainframe computer and to transmit messages successfully on an ongoing basis will be negotiated on an individual case basis. Any costs incurred for such equipment will be TWTC's responsibility. Where a dial-up facility is required, dial circuits will be installed in the AT&T data center by AT&T and the associated charges assessed to TWTC. Additionally, all message toll charges associated with the use of the dial circuit by TWTC will be the responsibility of TWTC. Associated equipment on the AT&T end, including a modem, will be negotiated on an individual case basis between the Parties. All equipment, including modems and software, that is required on TWTC end for the purpose of data transmission will be the responsibility of TWTC. 6.2.3 If TWTC utilizes FTP for data file transmission, purchase of the FTP software will be the responsibility of TWTC.

  • Characteristics of Receivables Each Receivable (A) shall have been originated in the United States by a Dealer for the retail sale of the related Financed Vehicle in the ordinary course of such Dealer’s business, shall have been fully and properly executed by the parties thereto, shall have been purchased by the Seller from such Dealer under an existing agreement with the Seller, shall have been validly assigned by such Dealer to the Seller in accordance with its terms and, to the best knowledge of the Seller, shall have been sold by a Dealer without fraud or misrepresentation, (B) shall have created or shall create a valid, subsisting and enforceable first priority security interest in favor of the Seller in the related Financed Vehicle, (C) shall contain customary and enforceable provisions such that the rights and remedies of the holder thereof shall be adequate for realization against the collateral of the benefits of the security, (D) shall provide for level Monthly Payments (provided that the first or last payment in the life of the Receivable may be minimally different from the level payment) that fully amortize the Amount Financed over its original term and shall provide for a finance charge or shall yield interest at its APR, (E) shall provide for, in the event that such Receivable is prepaid, a prepayment that fully pays the Principal Balance and includes accrued but unpaid interest at least through the date of prepayment in an amount calculated by using an interest rate at least equal to its APR, (F) shall have an Obligor that is not a federal, state or local governmental entity and (G) is a retail installment contract.

  • CHARACTERISTICS OF THE ACADEMY The characteristics of the Academy set down in Section 1(6) of the Academies Act 2010, are that:

  • Certain Characteristics of the Receivables (A) Each Receivable had a remaining maturity, as of the Cutoff Date, of not less than three (3) months and not more than eighty-four (84) months. (B) Each Receivable had an original maturity, as of the Cutoff Date, of not less than three (3) months and not more than eighty-four (84) months. (C) Each Receivable had a remaining Principal Balance, as of the Cutoff Date, of at least $250 and not more than $150,000. (D) Each Receivable had an Annual Percentage Rate, as of the Cutoff Date, of not more than 20%. (E) No Receivable was more than thirty (30) days past due as of the Cutoff Date. (F) Each Receivable arose under a Contract that is governed by the laws of the United States or any State thereof. (G) Each Obligor had a billing address in the United States or a United States territory as of the date of origination of the related Receivable. (H) Each Receivable is denominated in, and each Contract provides for payment in, United States dollars. (I) Each Receivable arose under a Contract that is assignable without the consent of, or notice to, the Obligor thereunder, and does not contain a confidentiality provision that purports to restrict the ability of the Servicer to exercise its rights under the Sale and Servicing Agreement, including, without limitation, its right to review the Contract. Each Receivable prohibits the sale or transfer of the Financed Vehicle without the consent of the Servicer. (J) Each Receivable arose under a Contract with respect to which GM Financial has performed all obligations required to be performed by it thereunder. (K) No automobile related to a Receivable was held in repossession inventory as of the Cutoff Date. (L) The Servicer’s records do not indicate that any Obligor was in bankruptcy as of the Cutoff Date. (M) No Obligor is the United States of America or any State or any agency, department, subdivision or instrumentality thereof.

  • Components Patheon will purchase and test all Components (with the exception of Client-Supplied Components) at Patheon’s expense and as required by the Specifications.

  • Trunk Types 2.2.1 In interconnecting their networks pursuant to this Attachment, the Parties will use, as appropriate, the following separate and distinct trunk groups: 2.2.1.1 Interconnection Trunks for the transmission and routing of Reciprocal Compensation Traffic, translated LEC IntraLATA toll free service access code (e.g., 800/888/877) traffic, and IntraLATA Toll Traffic, between their respective Telephone Exchange Service Customers, Tandem Transit Traffic, and, Measured Internet Traffic, all in accordance with Sections 5 through 8 of this Attachment; 2.2.1.2 Access Toll Connecting Trunks for the transmission and routing of Exchange Access traffic, including translated InterLATA toll free service access code (e.g., 800/888/877) traffic, between Ymax Telephone Exchange Service Customers and purchasers of Switched Exchange Access Service via a Verizon access Tandem in accordance with Sections 9 through 11 of this Attachment; and 2.2.1.3 Miscellaneous Trunk Groups as mutually agreed to by the Parties, including, but not limited to: (a) choke trunks for traffic congestion and testing; and, (b) untranslated IntraLATA/InterLATA toll free service access code (e.g. 800/888/877) traffic. 2.2.2 Other types of trunk groups may be used by the Parties as provided in other Attachments to this Agreement (e.g., 911/E911 Trunks) or in other separate agreements between the Parties (e.g., directory assistance trunks, operator services trunks, BLV/BLVI trunks or trunks for 500/555 traffic). 2.2.3 In accordance with the terms of this Agreement, the Parties will deploy One-Way Interconnection Trunks (trunks with traffic going in one direction, including one-way trunks and uni-directional two-way trunks) and/or Two-Way Interconnection Trunks (trunks with traffic going in both directions). 2.2.4 Ymax shall establish, at the technically feasible Point(s) of Interconnection on Verizon’s network in a LATA, separate Interconnection Trunk group(s) between such POI(s) and each Verizon Tandem in a LATA with a subtending End Office(s) to which Ymax originates calls for Verizon to terminate. 2.2.5 In the event the volume of traffic between a Verizon End Office and a technically feasible Point of Interconnection on Verizon’s network in a LATA, which is carried by a Final Tandem Interconnection Trunk group, exceeds (a) the Centium Call Seconds (Hundred Call Seconds) busy hour equivalent of one (1) DS1 at any time; (b) 200,000 minutes of use for a single month; and/or; (c) 600 busy hour Centium Call Seconds (BHCCS) of use for a single month: (i) if One-Way Interconnection Trunks are used, the originating Party shall promptly establish new or augment existing End Office One-Way Interconnection Trunk groups between the Verizon End Office and the technically feasible Point of Interconnection on Verizon’s network; or,