Advances in Civil Engineering / 2019 / Article / Tab 2

Research Article

An Improved Low-Cost Continuous Compaction Detection Method for the Construction of Asphalt Pavement

Table 2

Compaction degree results at typical locations of section 7#.

Positioning resultsCMVCCVVCVe
CMV1CMV2CMV3CCV1CCV2CCV3VCVe1VCVe2VCVe3

P1 (2.97, 11.49)105.0184.39245.2798.31101.25223.18134.6259.85219.59
P2 (2.93, 13.18)93.78145.76181.7493.27168.69159.54115.95127.24166.50
P3 (2.99, 14.45)126.73206.05229.71125.15240.98168.49158.89178.58218.74
Average108.51145.40218.91105.58170.30183.74136.49121.89201.61
SD13.6849.6727.0413.9957.0628.1317.5848.6224.83
COV (%)12.6034.1612.3513.2533.5015.3112.8839.8912.32
Average (S7)107.75155.93202.13109.59157.79177.83103.26155.95195.45

SD: standard deviation; COV: coefficient of variation.

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