PURPOSES : In this paper, problems and improvements in pavement marking standards are proposed as a result of the analysis of domestic/foreign standards and field data.
METHODS : In this study, the US FHWA and all state standards were analyzed and domestic pavement marking standards were compared and analyzed. In addition, national highway marking test data, namely the Yeoncheon Test-Bed data, and data from Hawkins et al. (2015) were analyzed. Based on this, problems and improvements in the Korean pavement marking standards are proposed.
RESULTS : As a result of literature and field data analysis, various problems were found in the Road Traffic Act and National Police Agency manual. In this standard, there is no definition of Qd; the RD reference value is set too low; and the RW and RR reference values are difficult to be considered reasonable values.
CONCLUSIONS : There is an aspect in which the standard items and values of pavement markings are set under some policy judgment. Therefore, it is necessary to properly revise the standards, considering technical and economic aspects.

ABSTRACT
1. 서론
2. 노면표시 반사성능 기준 검토
    2.1. 반사성능 구분
    2.2. 국내 노면표시 반사성능 기준 및 문제점
    2.3. 국외 노면표시 재귀반사도 기준 검토(국내기준과비교)
3. 차선 재귀반사도 데이터 분석
    3.1. 개요
    3.2. 건조노면-젖은노면 재귀반사도 관계 분석
    3.2. 확산조명하에 휘도계수, Qd 분석
    3.3. 젖은노면/우천시 대응 노면표시재료 성능평가
4. 결론 : 기준 문제점 요약 및 개선방안
    4.1. 노면표시 국가기준 문제점 요약
    4.2. 국가기준 개선방안 제안
REFERENCES

• 전성일(한국건설기술연구원 도로교통연구본부 수석연구원) | Jeon Sung-il Corresponding Author
• 노재면(한국건설기술연구원 도로교통연구본부 연구원) | Roh Jae Myun
• 이문섭(한국건설기술연구원 도로교통연구본부 연구위원) | Lee Moon sup