GRANULAR SUBBASE Sample Clauses
The 'Granular Subbase' clause defines the requirements for the layer of granular material placed beneath a pavement or road surface. It typically specifies the type of materials to be used, grading, compaction standards, and thickness, ensuring the subbase provides adequate support and drainage for the overlying pavement. For example, it may require the use of crushed stone or gravel compacted to a certain density. The core function of this clause is to ensure the stability and longevity of the pavement structure by providing a strong, well-drained foundation, thereby preventing premature failure or deformation of the road.
GRANULAR SUBBASE i) Pathway Structure Subbase Supply, place, grade, compact to specified density varying depth Pit-run or approved native fill from existing subgrade to underside of proposed granular base. M3 130 $ $
GRANULAR SUBBASE. Supply, place, grade, compact to specified density 600mm deep granular subbase material (as per City of Terrace Standards) from design subgrade to underside of proposed granular base within road prism (including sidewalks) as per Drawing 3. M3 2,678 $ $
GRANULAR SUBBASE. Sec. 304 & 1107 Combined Aggregate Sieve Analysis of Aggregate KT-2 a 300 m (1 000 ft), 500 t (500 TONS), or 500 m3 (500 yd3) Plasticity Tests KT-10 a 300 m (1 000 ft), 500 t (500 TONS), or 500 m3 (500 yd3) Moisture Tests KT-11 or g e Completed Work Field Density Tests KT-13 or KT-41 a 60 m (200 ft) Moisture Tests KT-11, KT-41 or g a 60 m (200 ft)
GRANULAR SUBBASE. The Contractor shall perform all Sieve Analysis, Plasticity Tests, Moisture Tests and Field Density Tests on the combined aggregate and completed work to meet acceptance requirements as required by the KDOT Construction Manual, “Sampling and Testing Frequency Charts.” Page 20c 0f 23