R35024A SR 9 PCCP Overlay
Discussion Topics • Phases • Traffic Control • Mix Design • Construction Method • Challenges
Phases Completed • E1 1.1 miles 2000 cy • E2 1.1 miles 2000 cy • D1 1.63 miles 3000 cy • D2 1.63 miles 3000 cy • C1 2.46 miles 4400 cy • C2 2.46 miles 4400 cy • B2.1 1.4 miles 2600 cy • B2.2 1.4 miles 2600 cy
Phases • B1.1 0.8 miles 1400 cy 24 Hour Traffic control • B1.2 0.8 miles 1400 cy 24 Hour Traffic control • A1 1.57 miles 2900 cy • A2 1.57 miles 2900 cy • F1 1.15 miles 2100 cy 24 Hour Traffic control • F2 1.15 miles 2100 cy 24 Hour Traffic control
Traffic Control • Two types for PCCP • Road Closed to thru traffic Sections E, D, C, B2, A • 24 hour bi-directional traffic control B1, F
Mix Design • Included 4# of Macro Fibers • Was designed to get breaks in 30-36 hours due to the construction timetable • Plant was located At US Aggregate Flat Rock Site
Plant Site
Basic Outline of Method • Shift into traffic control • Profile Mill • Shoulder Mill • Asphalt Patching • Shoulder Treatment • Install Bars • Concrete Pave 6” overlay 8” on shoulder • Install Shoulder Cap
Profile Milling
Shoulder Treatment
Install bars
Concrete Paving
Concrete Paving
Concrete Paving
Concrete Paving
Concrete Paving
Concrete Paving
Concrete Paving
Concrete Paving
Concrete Paving
Concrete Paving Curing 2X
Concrete paving Hand work fill-ins
Finished Product
Finished Product
Finished Product
Challenges • Phases 14 • Traffic Control: lots of thru traffic • Mix Design construction schedule • Construction Method • Bars installation • Saw-cutting 165,000 lf • Stable Trackline • Three structures with thickened transitions
Thank you
Recommend
More recommend