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Texturing of Concrete Pavements (2009) / Chapter Skim
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State-of-the-Practice Summary
Pages 7-13

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From page 7...
... Interviewees included representatives of texture, friction, and noise measuring equipment manufacturers/vendors; noise testing facilities; friction and profile testing calibration centers; paving contractor agencies; construction materials and equipment manufacturers, and tire manufacturers. The information obtained from the state and industry interviews was synthesized and is provided in Appendix B
From page 8...
... Pavement surface texture influences many different pavement–tire interactions. Figure 2-1 shows the ranges of texture wavelengths affecting various vehicle–road interactions, including friction, interior and exterior noise, splash and spray, rolling resistance, and tire wear.
From page 9...
... is the SPB method, which measures the maximum sound level (Lmax) for a mix of vehicles.
From page 10...
... . Texturing Methods for Concrete Pavements The following methods are used in the United States and other countries for texturing new concrete pavements or retexturing existing concrete pavements: • Plastic brushing/brooming • Transverse and longitudinal dragging • Transverse and longitudinal tining • Transverse and longitudinal grooving • Longitudinal diamond grinding • Exposed Aggregate Concrete (EAC)
From page 11...
... 1.14 0.42 to 1.02 50.0 to 69.5 81.0 to 87.3 Transverse groove 1.07 48.0 to 58.0 84.1 to 84.6 Transverse drag 0.76 22.0 to 46.0 Longitudinal tine 1.22 36.0 to 76.6 96.6 to 103.5 79.0 to 85.0 Longitudinal groove 1.14 48.0 to 55.0 99.4 to 103.8 80.9 Longitudinal grind 0.30 to 1.20 35.0 to 51.0 29.9 to 46.8 95.5 to 102.5 81.2 Longitudinal burlap drag 101.4 to 101.5 Longitudinal turf drag 0.53 to 1.00 23.0 to 55.6 20.0 to 38.0 97.4 to 98.6 83.7 Longitudinal plastic brush 48.0 to 52.0 23.0 to 24.0 101.8 to 102.2 EAC 0.9 to 1.1 35.0 to 42.0 Shot abraded PCC 1.2 to 2.0 34.3 to 46.2 84.3 Porous PCC Ultra-thin epoxied laminate 1.4 79.8 Ultra-thin bonded wearing course 0.97 to 1.98 26.0 to 27.0 95.0 to 99.0 1 in.
From page 12...
... Durable high friction, automated or manual No tonal whine if properly designed/constructed High noise Additional effort required to construct No positive surface drainage when longitudinal slope is less than cross-slope Longitudinal tine High friction, lower noise and no tonal whine Automated construction required Some annoyance or perceived handling problems may be experienced by motorcyclists or drivers of light vehicles, however safety not impacted No positive surface drainage channels Longitudinal groove Provides retrofit macro-texture to old roads Minimal traffic interruption or worker exposure Some annoyance or perceived handling problems may be experienced by motorcyclists or drivers of light vehicles, however safety not impacted No positive surface drainage channels Longitudinal grind High friction, low noise, low worker exposure Increased smoothness Friction decreases rapidly on polish susceptible coarse aggregate with heavy traffic. Transverse groove Provides retrofit macro-texture to old roads Minimal traffic interruption or worker exposure Slow and expensive operation Initial Cost1, $/yd2 0.10 to 0.15 0.10 to 0.15 0.10 to 0.15 N/A 0.10 to 0.15 0.10 to 0.15 0.10 to 0.15 0.10 to 0.15 (unless joints avoided)
From page 13...
... Transverse groove Transverse drag Longitudinal tine Longitudinal groove Longitudinal grind Longitudinal burlap drag Longitudinal turf drag Longitudinal plastic brush EAC Shotblasted PCC Porous PCC Ultra-thin epoxied laminate Ultra-thin bonded wearing course Friction 1 1 1 1 2 1 1 1 4 2 3 2 1 1 1 2 Exterior Noise 8 6 7 7 6 4 5 3 3 3 3 3 7 1 2 2 Cost 1 1 1 4 – 1 3 3 1 1 1 3 2 5 6 3 Constructability 2 2 2 3 2 1 3 3 1 1 1 4 3 4 3 3 1 = Best/highest ranking Table 2-4. Tentative texture method benefit rankings.


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