Compaction Method Sample Clauses

Compaction Method. 4. Adjust the moisture content of the material to a moisture content suitable for compaction. Fill the interstices around rock with earth or other fine material as practical. Operate hauling and spreading equipment uniformly over the full width of each layer.
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Compaction Method. Maintenance Segments, As Agreed Pit Run Gravel1/ To Be Placed as Directed by USFS (During Haul Road Maintenance). 300 CY (390 CY)2/ See 3.2 Above 1/Coontail Pit, as shown on Sale Area Map 2/Quantity of Material in ( ) = Approximate Loose Volume
Compaction Method. Any Maintenance road in sale Pit Run1/ (As Needed) 100 CY(130 CY)3/ See 3.2 above 1/Onion Creek Pit, as shown on Sale Area Map 3/Quantity of Material in ( ) = Approximate Loose Volume
Compaction Method. Any Purchaser Responsibility Road Pit Run1/ (As needed and agreed to) 100 CY See 3.2 Above 1/ Coming from Onion Creek Pit, haul, and place.
Compaction Method. Any Maintenance road in sale Pit Run1/ (As Needed) 100 CY(130 CY) See 3.2 above 2204 Crushed Aggregate3/ (As Staked) 15 CY (20 CY) See 3.2 above 2204-G Crushed Aggregate3/ (As Staked) 15 CY (20 CY) See 3.2 above 2213 Crushed Aggregate3/ (As Staked) 15 CY (20 CY) See 3.2 above 2213-E Crushed Aggregate3/ (As Staked) 15 CY (20 CY) See 3.2 above 2213-K Crushed Aggregate3/ (As Staked) 15 CY (20 CY) See 3.2 above 1/Coontail A Pit, as shown on Sale Area Map 2/Quantity of Material in ( ) = Approximate Loose Volume 3/Coontail B Pit, as xxxxx on Sale Area Map 3.3 Variations. The Purchaser will be required to furnish weight tickets to the FS for each load of commercially obtained crushed aggregate prior to the final inspection. For aggregate purchased from the government, a count of truck loads will be required in addition to finished depth checks for the placed and compacted aggregate. Widths and lengths will be as staked or from schedule. When it is mutually agreed that all or part of the Surface Course FS-2400-6T Contracts (06/06) CT5.31# Special Provisions Material is not needed, the estimated cost of surfacing not placed shall be charged to the Timber Sale Account in accordance with BT8.31.
Compaction Method. 5010-A (MP 0.00–0.01) Crushed Aggregate1/ Surface Radii & Approach 15 CY (19.5 CY)2/ See 3.2 Above 5010-A1 (MP 0.00–0.44) Crushed Aggregate1/ To Be Placed as Directed by USFS as During Haul Road Maintenance & Bike Trail Protection. 30 CY (39 CY)2/ See 3.2 Above 5010-C1 (MP 0.46) Crushed Aggregate1/ Surface Radii & Approach to Military Road at XXX 15 CY (19.5 CY)2/ See 3.2 Above Any Purchaser Responsibility Maintenance Rd Pit Run Gravel3/ To Be Placed as Directed by USFS (During Haul Road Maintenance). 60 CY (78 CY)2/ See 3.2 Above 1/Furnish, Haul, Place. Must Meet M-DOT Designation 22A 2/Quantity of Material in ( ) = Approximate Loose Volume 3/ Pit Lake Pit (as shown on Sale Area Map).
Compaction Method. 581 Pit Run Gravel 6 inches 700 N/A 581c Pit Run Gravel 6 inches 45 N/A 1591 Pit Run Gravel 6 inches 60 N/A 3.3 Variations. The Purchaser will be required to furnish weight tickets to the FS for each load of commercially obtained crushed aggregate prior to the final inspection. For aggregate purchased from the government, a count of truck loads will be required in addition to finished depth checks for the placed and compacted aggregate. Widths and lengths will be as staked or from schedule. When it is mutually agreed that all or part of the Surface Course Material is not needed, the estimated cost of surfacing not placed shall be charged to the Timber Sale Account in accordance with BT8.31. T-8310 Ditch Cleaning DESCRIPTION
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Compaction Method. Any Maintenance road in sale Pit Run1/ (As Needed) 50 CY(65 CY)3/ See 3.2 above 1100-O Crushed Aggregate2/ (As Staked) 15 CY (20 CY)3/ See 3.2 above 1140-G Crushed Aggregate2/ (As Staked) 15 CY (20 CY)3/ See 3.2 above 1140-G Pit Run1/ (As Needed) 190 CY(248 CY)3/ See 3.2 above 1147 Crushed Aggregate2/ (As Staked) 15 CY (20 CY)3/ See 3.2 above 1151 Crushed Aggregate2/ (As Staked) 15 CY (20 CY)3/ See 3.2 above 1151-G Crushed Aggregate2/ (As Staked) 15 CY (20 CY)3/ See 3.2 above 1151-G Pit Run1/ (As Needed) 15 CY (20 CY)3/ See 3.2 above 1/Onion Creek Pit, as shown on Sale Area Map 2/ Six Mile Pit, as shown on Sale Area Map 3/Quantity of Material in ( ) = Approximate Loose Volume

Related to Compaction Method

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  • Construction Methods No four course of brick-work, with three joints, shall exceed in height, when built, one inch more than the same bricks piles upon one another without mortar. The bricks are to be well soaked in water before use on works, in proper through so as to be thoroughly wet when layed. The Cessation of the bubbles through the water is an irldication of saturation being complete. For ensuring thorough soaking of the bricks every one or two bricklayers or more as necessary, shall be provided with tubs for use The wall of structures shall be carried up regularly in all cases 1` when the nature of the work will admit of it not leaving any part 915mm (3 feet) lower than another. Horizontal courses shalI be straight, level and even and faces of walls smooth and plumb. A straight edge and a plumb- xxx shall be used for constant checking during progress of the work. No brick-bats shall be permitted to be used except when necessary for obtaining the dimension of the different course or for obtaining the specified bond. All unfinished work must be raked back in course unless otherwise directed arid when new work is to be jointed to it the surface of unfinished work must be cleaned and wetted. The bricks shall be laid by placing sufficient mortar on the wall and forcing every brick into it in such a manner as to completely fill every joint with moratar whether at the bottom, side or end of the brick. The mortar to be used shall be that specified for the relevant schedule items and shall comply with the specification for the mortar specified. The bound used shall be English and shall be carried throughout the work. At all angles forming the junction of any two walls, the bricks shall, at each alternate course be carried into each of the respective walls, so as to thoroughly unite the work. V'Jhen the faces are to be plastered, the joints shall be well raked out before any plaster is laid on should the plaster from want of proper joint ranking detach and 7 fall off from the brick work, the contractor shall strip off the plaster bodily to the extent ordered by Superintending Engineer and shall re-do the work properly at his own expense. All requisite scaffolding shall be provided at the contractor's expense and shall be double i.e., must it have two sets of upright supports Care must be taken to ensure the safety of the work people and the contractor must comply with such instructions as the Superintending Engineer may issue to ensure such safety. The contractor will be entirely responsible for any damage or injuries to person or property resulting from ill-erected scaffolding, defective ladders, or otherwise arising out of his default in this respect. The brick work for the retaining wall shall proceed side by side with the depositing and compacting of earth between the retaining walls. At no time shall the brick-work be constructed more than 405mm (1'-4") above Y the compacted earth. In the retaining wall weep-holes shall be provided at suitable intervals as instructed during execution, with the inner surface of the weep-holed plastered 20mm (3/4") thick in cement mortar 1:4 crouched rock of grades in different layer shall be provided at the inner end of the weep-holes to prevent the choking of the weep-holes to have full drainage. No extra payment will be made for this and no deductions will be made for this in the brick-work.

  • PayPal as Login Method We may allow you to authenticate with PayPal when you log into certain external websites or mobile apps. If we do so, we may share your login status with any third party enabling you to log in in this way, as well as the personal and other account information that you consent to being shared so that the third party can recognize you. PayPal will not give the third party access to your account and will only make payments from your account to that third party with your specific authorization and instruction. If you enable visitors to authenticate with PayPal when they log into your website, app, or your customer accounts, you must agree to any specific terms applicable when this functionality is made available to you, and comply with any specifications in any integration manual or guideline. We do not guarantee or otherwise represent the identity of any user of this login method. We will not share with you the personal and other account information of the user (including login status) held by PayPal unless the user has consented to our disclosure of that information to you. Corporate Customers When we refer to “PSD2” in this section we mean the Second EU Payment Services Directive ((EU)2015/2366). We consider you to be a “Corporate Customer” if, on the date you entered into this user agreement, you are not: • A consumer, (being an individual acting for purposes other than a trade, business or profession). • A micro-enterprise (being an enterprise which employs fewer than 10 persons and has an annual balance sheet that does not exceed 2 million EUR. We and you may agree that certain provisions of PSD2 (as implemented by local law) do not apply to your use of our service if you are a Corporate Customer. If you are a Corporate Customer you agree that: • You are not entitled to a refund for billing agreement payments. • Where you identify a problem you have up to 60 (sixty) days from the date on which the problem happened to notify us about it, after which time we have no obligation to investigate and refund you. • We are not obliged to comply with the information requirements set out in Title III of PSD2 and their equivalents in any implementation of PSD2 in member states of the European Economic Area that may apply to you (“PSD2 transpositions”). • Articles 72 and 89 of PSD2 and equivalent provisions in PSD2 transpositions do not apply to your use of our service, meaning that, even where we may say so otherwise in this user agreement, we are not liable to you for the losses or damage you may suffer under those articles and provisions. Section numbers and defined words

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  • Balance Computation Method For all dividend-bearing Accounts, dividends are calculated by the average daily balance method which applies a daily periodic rate to the average daily balance for the average daily balance calculation period. The average daily balance is determined by adding the full amount of the principal in Your Account for each day of the period and dividing that figure by the number of days in the period. Accrual on Noncash Deposits. For dividend-bearing Accounts, dividends will begin to accrue on the business day that You deposit noncash items (e.g. checks) into Your Account.

  • Purchase Order Flip via Ariba Network (AN) The online process allows suppliers to submit invoices via the AN for catalog and non- catalog goods and services. Contractors have the ability to create an invoice directly from their Inbox in their AN account by simply “flipping” the purchase order into an invoice. This option does not require any special software or technical capabilities. For the purposes of this section, the Contractor warrants and represents that it is authorized and empowered to and hereby grants the State and the third-party provider of MFMP the right and license to use, reproduce, transmit, distribute, and publicly display within the system the information outlined above. In addition, the Contractor warrants and represents that it is authorized and empowered to and hereby grants the State and the third-party provider the right and license to reproduce and display within the system the Contractor’s trademarks, system marks, logos, trade dress, or other branding designation that identifies the products made available by the Contractor under the Contract.

  • Test method 3.3.1. The method used shall be that described in Annex 3, paragraph 3.1.

  • Interconnection Customer Provided Services The services provided by Interconnection Customer under this LGIA are set forth in Article 9.6 and Article 13.5.1. Interconnection Customer shall be paid for such services in accordance with Article 11.6.

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