Spring 2026 Citywide Resurfacing

2026-11-03

RESTORATION SPECIFICATIONS ( Applies to Work Orders / Purchase Orders under this Contract ); 1 . Saw - cut neat , straight lines to form a rectangular / regular patch . No feathered edges . 2 . Patch limits shall extend to include all disturbed pavement , with edges cut back to sound pavement as directed by the City . 3 . Remove and dispose of asphalt and base as necessary to achieve a stable subgrade ; protect adjacent pavement and utilities . 4 . Backfill and compact in lifts . Final compaction shall meet City requirements ; where a standard is not specified , compact to at least 95 % of maximum dry density ( ASTM D698 ) or as directed . 5 . Provide and compact aggregate base ( compacted stone ; type / gradation as approved by the City ) to match surrounding grade and cross - slope . Stone base / backfill shall extend to within 3 inches of the edge of existing pavement / roadway and be compacted to provide full support . 6 . Asphalt restoration shall include tack coat at all vertical and horizontal joints and between lifts . Unless otherwise directed by the City , asphalt section shall consist of ( a ) 4 inches binder course , compacted , and ( b ) 2 inches hot mix surface course , rolled / compacted and burnt in to the existing pavement . Provide a smooth transition with no visible bumps or depressions . 7 . Restore pavement markings and surface features impacted by the work as directed ; maintain traffic control in accordance with the MUTCD and City requirements .

Tennessee

2026-05-15