Filling. Return filling around foundations and filling to make up levels under floors and pavings shall not be deposited until the formation level has been approved by the Architect. In no case shall fill be deposited on a muddy formation. Filling shall be deposited in layers not exceeding 250 mm in depth before compaction and shall be compacted by rolling, pneumatic temping or other approved means over the whole of the area. If necessary the filling shall be allowed to dry or be moistened to the correct moisture content before compaction. The finished surface shall be approved by the Architect prior to further Construction work thereon. The Contractor shall afford every assistance to the specialist executing site sterilization to enable each layer to be treated separately. Filling around foundations in layers shall not proceed without each layer being so treated. No excavation or foundation work shall be filled in or covered up until all measurements necessary for the adjustment of variations have been made. Xxxxxxx shall not be built upon the foundations until four days after depositing of concrete.
Filling. A. Fill areas to be filled in 8 to 12 inch maximum layers and compact to a density of at least 95 percent of maximum density as determined by AASHTO T-180.
Filling. Normal material from store forming embankments around structures shall be measured by the cubic metre as the net compacted volume of filling comprised within the sections shown on the Drawings to the approval of the Engineer. No extra payment will be made for additional material placed to allow for the effect of settlement.
Filling. 5. Embankment construction. 6. Backfilling including controlled low-strength material (CLSM). 7.
Filling. TS-47 All filling materials shall be approved by the Managing Official before being placed in position. Approved earth, sand, or any other suitable material free from rubbish shall be used to make up levels as shown on the Drawings. The material shall be placed in successive layers each having a finished thickness not exceeding 250mm before compaction, watered and compacted to at least 98% compaction ratio of the maximum dry density of the Modified Xxxxxxx test (ASTM D-1557) prior to the placement of the succeeding layer.
Filling. Filling with approved material supplied and carted onto site by the Contractor, compacted to a density of at least 95% Mod. AASHTO maximum density: 4 Under surface beds m3 220 EXCAVATION OTHER THAN BULK Excavation in earth not exceeding 2m deep: 5 Trenches for strip footings m3 48 6 Holes m3 3 CARTING AWAY Extra over all excavations for carting away:
Filling. Any employee in the bargaining unit may file for the vacancy by submitting written notice to the Human Resources Department within the filing period. Probationary employees shall not be eligible for lateral transfers.
Filling. Within a reasonable period of time the District will:
Filling in missing data: this action implies searching through the literature associated to the source or making an educated judgment.
Filling. ORDERS To use its best efforts to fill all orders of DISTRIBUTOR for delivery of the Products hereunder. Orders shall be placed in writing and mailed or transmitted by facsimile in accordance with the Rolling Demand Forecasting system described in Section 4.4.1 hereof. No order from DISTRIBUTOR shall be binding upon Calypte until such order is accepted by Calypte in writing by mail or facsimile, such acceptance not to be unreasonably withheld and to be issued within 5 working days of receipt of order. Calypte shall make commercially reasonable efforts to fill orders which are placed by DISTRIBUTOR in addition to the orders placed through the Rolling Demand Forecasting system.
