Research Article
Acoustic Performance Evaluation of Dense-Graded Asphalt Pavements in Qatar
Table 1
As-built pavement and meteorological data during OBSI testing.
| Name of road | Pavement ID | Pavement age (years) | NMAS (mm) | Air voids (%) | Binder content (%) | Meteorological data | Air temp. ( C) | Pavement temp. ( C) |
| Rawad Al-Rashed R. | RRR | 1 | 20 | 6.2 | 3.8 | 40.1 | 54.5 | Al Jumaliya street | JS | 1 | 19 | 6.5 | 4.1 | 38.9 | 64.8 | G-Ring road | G-RR | New | 19 | 6.5 | 3.9 | 35.6 | 46.3 | F-Ring road | F-RR | 2 | 20 | 7.0 | 3.9 | 36.7 | 37.2 | Al Ruffa street | ARS | 1 | 14 | 6.2 | 3.7 | 38.2 | 57.7 | Al Shamal road | ASR | 6 | 14 | 6.2 | 3.7 | 24.9 | 32.2 | Salwa road | SR | 9 | 19 | — | — | 30.2 | 47.6 | Dukhan highway | DH | 7 | 14 | 6.7 | 3.7 | 35.5 | 53.4 |
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