№ files_lp_3_process_7_045740
File format: docx Character count: 4137 File size: 43 KB
Technical pavement schedule detailing layer configurations, material specifications, stabilisation parameters, structural measurements, and construction constraints for designated chainage sections of Gawler By-Pass and Kings Road under Project R23.
Project: R23 Insitu Stabilisation
Projects Covered: Gawler By-Pass; Kings Road
Stages: Stage 1; Stage 2
Sections: Multiple chainage sections as listed
Directions: Northbound; Southbound; Eastbound; Westbound
Lanes: Outer; Inner; Both
Chainage: MM 31.6 – 35.9; Ch290 – 1370 (various ranges)
Work Type: Insitu stabilisation and pavement rehabilitation
Pavement Layers: Surface; Base; Sub-base 1; Sub-base 2; Sub-grade
Surface Materials: AC14; AC20; AC10M(A35P); OG14M(A35P); AC10H(C170); AC14M(C320); AC20M(C320); OG 14; Primerseal; SAMI
Granular Materials: PM32; PM35; PM22; PM21C4; 20mm quartzite; Macadam
Stabilisation: Lime; Bitumen Foam; Cement (4%)
Layer Thicknesses: 30–55mm (asphalt); 130–395mm (base and sub-base)
Cold Planing Depth: 35–45mm (where specified)
Primer Application Rate: 1.0l/m2; 1.8l/m2
Aggregate Size: 7mm; 10mm
Spread Rate: 170m2/m3; 125m2/m3
Sub-grade Strength: CBR 5; CBR 7/3; CBR 8
Deflection: 0.39mm; 0.84mm
Curvature: 0.09mm
Finish Level Constraints: Flush with inner lane; Flush with shoulder; Flush with water table; 35mm above shoulder; Flush with existing surface
Optional Works: Marked as Optional where indicated
Price: 8 / 10 USD
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BY-PASS SLIDING DOOR TRACK, C-548
Note: Year
Topics: R23 Gawler BY-PASS