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Temporary Pavement Markings Placement and Removal Practices in Work Zones (2021)

Chapter: Appendix G - Temporary Pavement Markings and Marking Removal Methods by Climate Region

« Previous: Appendix F - Summary of DOT Design Standards for Temporary Pavement Markings and Pavement Marking Removal
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Suggested Citation:"Appendix G - Temporary Pavement Markings and Marking Removal Methods by Climate Region." National Academies of Sciences, Engineering, and Medicine. 2021. Temporary Pavement Markings Placement and Removal Practices in Work Zones. Washington, DC: The National Academies Press. doi: 10.17226/26358.
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Page 306
Suggested Citation:"Appendix G - Temporary Pavement Markings and Marking Removal Methods by Climate Region." National Academies of Sciences, Engineering, and Medicine. 2021. Temporary Pavement Markings Placement and Removal Practices in Work Zones. Washington, DC: The National Academies Press. doi: 10.17226/26358.
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Page 306
Page 307
Suggested Citation:"Appendix G - Temporary Pavement Markings and Marking Removal Methods by Climate Region." National Academies of Sciences, Engineering, and Medicine. 2021. Temporary Pavement Markings Placement and Removal Practices in Work Zones. Washington, DC: The National Academies Press. doi: 10.17226/26358.
×
Page 307
Page 308
Suggested Citation:"Appendix G - Temporary Pavement Markings and Marking Removal Methods by Climate Region." National Academies of Sciences, Engineering, and Medicine. 2021. Temporary Pavement Markings Placement and Removal Practices in Work Zones. Washington, DC: The National Academies Press. doi: 10.17226/26358.
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Page 308

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305   Temporary Pavement Markings and Marking Removal Methods by Climate Region A P P E N D I X G Table G-1. Survey results for frequency of use of temporary markings by climate region. Region Statistic Ep ox y Pr ef or m ed P la st ic Te m po ra ry T ap e Th er m op la st ic Tr af fic P ai nt B ut to ns Ta bs O th er (5=Always, 4=Almost Always, 3=Sometimes, 2=Rarely, 1=Never) All Average 1.58 1.31 2.52 1.54 3.55 1.70 2.37 1.44 Standard Deviation 1.09 0.72 1.11 0.85 1.24 1.18 1.31 1.03 Number of Responses 48 48 50 48 51 47 51 16 Central Average 1.17 1.00 2.43 1.33 4.00 1.00 1.43 1.33 Standard Deviation 0.41 0.00 1.13 0.82 0.82 0.00 1.13 0.58 Number of Responses 6 6 7 6 7 6 7 3 East North Central Average 2.00 1.25 2.50 1.25 4.25 1.67 2.25 n/a Standard Deviation 1.41 0.50 1.73 0.50 0.96 1.15 1.50 n/a Number of Responses 4 4 4 4 4 3 4 0 Northeast Average 1.55 1.36 2.58 1.64 3.50 1.18 2.33 1.00 Standard Deviation 1.29 0.81 1.16 1.12 1.31 0.60 1.37 0.00 Number of Responses 11 11 12 11 12 11 12 4 Northwest Average 1.00 1.00 3.00 1.00 3.00 3.25 3.50 1.00 Standard Deviation 0.00 0.00 1.41 0.00 1.41 1.71 1.29 n/a Number of Responses 4 4 4 4 4 4 4 1 South Average 1.67 1.67 3.00 1.83 3.83 2.33 3.33 2.50 Standard Deviation 0.82 0.82 0.63 0.75 0.75 1.21 1.03 2.12 Number of Responses 6 6 6 6 6 6 6 2

306 Temporary Pavement Markings Placement and Removal Practices in Work Zones Region Statistic Ep ox y Pr ef or m ed P la st ic Te m po ra ry T ap e Th er m op la st ic Tr af fic P ai nt B ut to ns Ta bs O th er (5=Always, 4=Almost Always, 3=Sometimes, 2=Rarely, 1=Never) Southeast Average 1.50 1.83 2.00 2.33 3.67 1.50 1.17 1.00 Standard Deviation 0.84 1.33 0.71 1.03 1.03 1.22 0.41 0.00 Number of Responses 6 6 5 6 6 6 6 3 Southwest Average 1.67 1.00 1.50 1.00 4.50 1.00 3.00 n/a Standard Deviation 1.15 0.00 0.58 0.00 0.58 0.00 0.00 n/a Number of Responses 3 3 4 3 4 3 4 0 West Average 2.00 1.33 3.67 1.67 3.00 3.00 3.00 2.50 Standard Deviation 1.73 0.58 1.15 0.58 1.73 1.73 1.73 2.12 Number of Responses 3 3 3 3 3 3 3 2 West North Central Average 2.00 1.00 2.20 1.20 2.00 1.60 2.40 1.00 Standard Deviation 1.73 0.00 0.84 0.45 1.41 0.89 1.14 n/a Number of Responses 5 5 5 5 5 5 5 1

Temporary Pavement Markings and Marking Removal Methods by Climate Region 307   Table G-2. Survey results for frequency of use of pavement-marking removal methods by climate region. Region Statistic G rin di ng Sa nd bl as tin g Sh ot B la st in g W at er B la st in g M ill in g B la ck T ap e Sl ur ry S ea l O th er (5=Always, 4=Almost Always, 3=Sometimes, 2=Rarely, 1=Never) All Average 2.80 1.94 1.77 2.76 1.76 1.78 1.22 1.50 Standard Deviation 1.11 0.98 0.91 0.99 0.92 1.05 0.63 1.21 Number of Responses 50 48 47 49 46 49 46 16 Central Average 2.57 1.83 1.67 3.00 1.40 2.00 1.00 1.00 Standard Deviation 1.13 0.98 1.03 0.63 0.89 0.89 0.00 0.00 Number of Responses 7 6 6 6 5 6 5 3 East North Central Average 3.25 1.75 2.00 2.75 2.50 2.25 1.50 1.00 Standard Deviation 0.50 0.96 1.15 0.50 1.00 0.96 1.00 n/a Number of Responses 4 4 4 4 4 4 4 1 Northeast Average 2.75 1.73 1.82 2.18 1.73 1.58 1.09 1.60 Standard Deviation 1.42 1.01 1.17 1.08 1.19 1.16 0.30 1.34 Number of Responses 12 11 11 11 11 12 11 5 Northwest Average 2.75 2.50 1.50 2.00 1.50 2.00 1.25 3.00 Standard Deviation 1.71 1.73 0.58 1.41 0.58 1.15 0.50 2.83 Number of Responses 4 4 4 4 4 4 4 2 South Average 2.17 2.00 2.00 3.00 1.67 2.17 1.50 1.00 Standard Deviation 0.98 0.89 0.89 1.41 0.82 1.33 1.22 n/a Number of Responses 6 6 6 6 6 6 6 1

308 Temporary Pavement Markings Placement and Removal Practices in Work Zones Region Statistic G rin di ng Sa nd bl as tin g Sh ot B la st in g W at er B la st in g M ill in g B la ck T ap e Sl ur ry S ea l O th er (5=Always, 4=Almost Always, 3=Sometimes, 2=Rarely, 1=Never) Southeast Average 3.00 2.33 1.80 2.67 2.33 1.67 1.00 1.50 Standard Deviation 0.89 0.82 0.84 0.52 0.82 1.21 0.00 0.71 Number of Responses 6 6 5 6 6 6 6 2 Southwest Average 2.67 1.33 1.33 4.00 1.33 1.00 1.33 n/a Standard Deviation 1.15 0.58 0.58 0.00 0.58 0.00 0.58 n/a Number of Responses 3 3 3 4 3 3 3 0 West Average 3.00 2.67 2.00 3.33 2.00 1.67 2.00 n/a Standard Deviation 1.00 0.58 1.00 0.58 0.00 1.15 1.41 n/a Number of Responses 3 3 3 3 2 3 2 0 West North Central Average 3.40 1.60 1.60 2.80 1.40 1.60 1.00 1.00 Standard Deviation 0.55 0.89 0.89 0.45 0.89 0.89 0.00 0.00 Number of Responses 5 5 5 5 5 5 5 2

Next: Appendix H - Frequency of Use of PavementMarking Removal Methods Based on Frequency of Use of Traffic Paint, Tabs, and Temporary Tape »
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Agencies must consider many factors, such as work zone duration and weather conditions, in selecting appropriate pavement marking materials to effectively guide drivers through work zones.

The TRB National Cooperative Highway Research Program's NCHRP Synthesis 574: Temporary Pavement Markings Placement and Removal Practices in Work Zones addresses the need for more knowledge on which different types of temporary markings are suitable for specific conditions.

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