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). 100 CY (130 CY)2/ See 3.2 Above
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
Compaction Method. Any Maintenance road in sale Pit Run1/ (As Needed) 100 CY(130 CY) See 3.2 above 0000-X Xxxxxxx Xxxxxxxxx (As Staked) 15 CY (20 CY) See 3.2 above 2210-H Crushed Aggregate (As Staked) 15 CY (20 CY) See 3.2 above
Compaction Method. Any Maintenance road in sale Pit Run1/ (As Needed) 100 CY(130 CY)3/ See 3.2 above
Compaction Method. Any Purchaser Responsibility Road Pit Run1/ (As needed and agreed to) 100 CY See 3.2 Above
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 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.
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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.
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).

Related to Compaction Method

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  • Construction Methods 3.1 The Contractor shall provide all tools, equipment, materials, labor and work for the excavation and removal of the unsuitable subgrade soils and their subsequent replacement with the specified backfill soils as directed by the Owner’s representative. All work under this item shall be performed in a safe and workmanlike manner. 3.2 All work shall be performed in accordance with DelDOT Standard Specifications Section 821. 3.3 Following the removal of existing pavements, the Owner’s representative will review the exposed subgrade and provide recommendations for the undercutting of unsuitable subgrade materials as required. The depth and extent of undercut excavation, if required, will be determined by the Owner’s representative at the time of excavation. 3.4 All excavated materials shall become the property of the Contractor and be removed from the site at the completion of the project at no additional expense to the Owner. 3.5 Undercut excavations should be backfilled with graded aggregate. Backfill shall be placed in loose lifts not exceeding 8 inches thick. Each lift should be compacted with at least 3 passes of a minimum 5-ton, walk-behind or self-propelled vibratory roller when the size of the area permits, or with a vibrating plate mechanical compactor for smaller areas. Lift thickness shall be reduced to 6 inch loose lift when using a vibratory plate compactor. 3.6 The Contractor shall take precautions as necessary to minimize the potential for disturbance or softening of the pavement subgrade materials from inclement weather or construction traffic. As a minimum, this shall include the placement of backfill on the same day as the excavation. Any soft areas which develop shall be undercut and replaced with graded aggregate at no additional cost to the Owner. 3.7 Where undercutting is performed, the geotextile fabric shall be installed. The fabric should be pulled tight and lapped a minimum of 12 inches.

  • 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.

  • Billing Method 2.6.1 To receive payment for services rendered pursuant to this contract the Contractor shall submit a fully completed invoice for work previously performed to: 2.6.2 At a minimum, the invoice shall detail the following information: 2.6.2.1 Unique invoice number; 2.6.2.2 Contractor’s name, address, and telephone number; 2.6.2.3 Date of invoice and/or billing period; 2.6.2.4 Applicable Contract No.;

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