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Publication Number:  FHWA-HRT-17-075    Date:  March 2018
Publication Number: FHWA-HRT-17-075
Date: March 2018

 

Safety Evaluation of Profiled Thermoplastic Pavement Markings

Chapter 4. Data Collection

Florida and South Carolina provided data, including the locations and dates of the installation of profiled thermoplastic pavement markings. Reference sites were also identified in each State that were similar to the treated sites in terms of traffic volumes and roadway geometry but had other than profiled thermoplastic lane markings. These States also provided roadway geometry, traffic volumes, crash data, and information on other construction activities for both installation and reference sites. This section summarizes the data assembled for the analysis.

FLORIDA

This section describes the installation data, reference sites, roadway data, traffic data, crash data, and treatment cost and service life data for Florida sites used in this evaluation.

Installation Data

The Florida Department of Transportation (FDOT) provided a list of installations of profiled thermoplastic markings. FDOT applied the treatment mostly on rural two-lane undivided roads with some use on rural multilane divided roadways. The profiled markings were used for the edge lines. The treatment site data provided include the following installations:

Data from the year of installation were excluded from analysis. No other construction activities were reported at these locations.

Reference Sites

Reference sites were chosen by selecting roadways in the same counties as the treated locations with the same functional class and similar levels of traffic volume and geometrics.

Roadway Data

FDOT provided roadway inventory data that included the following variables:

Traffic Data

FDOT provided traffic data from 2005 to 2013 in the form of annual average daily traffic (AADT).

Crash Data

FDOT provided crash data from 2005 to 2013, including many variables related to the location, time, and characteristics of each crash.

Treatment Cost and Service Life Data

A range of treatment cost and service life data were provided by FDOT for various contracts. Examination of these data suggested that they were reasonably consistent with the more specific information available for South Carolina, so it was decided to apply the South Carolina Department of Transportation (SCDOT) costs for the economic analysis based on the combined results of the two States.

The information provided by FDOT suggested that a service life of 3 years could be assumed.

SOUTH CAROLINA

This section describes the installation data, reference sites, roadway data, traffic data, crash data, and treatment cost and service life data for South Carolina sites used in this evaluation.

Installation Data

SCDOT provided a list of installations of profiled thermoplastic markings. Most installations were on rural two-lane undivided roads but with some installations on rural multilane divided roadways. The markings were only applied on the edge lines, and application took place in 2011 and 2012. Additional installations in the northern districts of the State had subsequently been removed through snowplowing operations, and these were not included in this study. Data for the installation year were excluded from the analysis. The total length of installations used for this study was 341 mi. The installation information included the route number, mileposts, and construction period.

No other construction activities were reported at these locations.

Reference Sites

Reference sites were chosen by selecting rural two-lane and multilane roadways with characteristics similar to the treated sites and from the same districts as the treated sites.

Roadway Data

SCDOT provided roadway data from 2005 to 2014 that included the following variables:

Traffic Data

SCDOT provided traffic data from 2005 to 2014 in the form of AADT.

Crash Data

SCDOT provided crash data for 2005 to 2014, including many variables related to the location, time, and characteristics of each crash.

Treatment Cost and Service Life Data

SCDOT provided estimated cost information of $0.50/linear ft for profiled thermoplastic pavement markings. The application cost for edge-line applications was $5,280/mi for two‑lane roads and $10,560/mi for four-lane divided roads. The estimated service life is 5 to 7 years.

For flat-line thermoplastic pavement markings typical of the untreated reference sites, SCDOT estimated an installation cost of $0.40/linear ft, with a service life estimated at 5 years.

Data Characteristics and Summary

Table 1 defines the crash types used for both States. The project team attempted to make the crash type definitions consistent. In both States, intersection-related, snow/slush/ice, and animal crashes were excluded because these crash types were not considered correctable by the treatment under study. Note that sideswipe crashes in Florida were not analyzed because a coding change occurred during the study period; no sideswipe crashes were reported in later years at the treatment sites, and the crash coding for sideswipe crashes was not considered reliable.

Table 1. Definitions of crash types by State.

Crash Type

Florida

South Carolina

Total

Location is coded as not at intersection, and First Harmful Event not animal, and Road Surface Condition not icy.

Junction Type not an intersection type; First Harmful Event not deer or other animal; and Road Surface Condition not snow, slush, or ice.

Injury

Crash resulted in at least one fatality or injury.

Number of fatalities or injuries equal to 1 or more.

ROR

First Harmful Event indicates struck a roadside or off-roadway object.

First Harmful Event Location is roadside or outside trafficway, and crash is not sideswipe-same-direction, sideswipe-opposite-direction, or head-on.

Sideswipe-same-direction

First Harmful Event is sideswipe.

Manner of Collision is sideswipe-same-direction.

Sideswipe-opposite-direction

First Harmful Event is sideswipe.

Manner of Collision is sideswipe-opposite-direction

Head-on

First Harmful Event is head-on.

Manner of Collision is head-on.

Wet-road

Road Surface Condition is wet.

Road Surface Condition is wet.

Nighttime

Light condition is dark with or without lights.

Light Condition is dark with or without lights.

Nighttime wet-road

Crash is defined as both wet-road and nighttime.

Crash is defined as both wet-road and nighttime.

 

Table 2 provides summary information for the data collected for the treatment sites. The information in table 2 should not be used to make simple before–after or between State comparisons of crashes per mile-year because such comparisons would not account for factors, other than the strategy, that might cause differences in safety between the before and after periods or between States. Such comparisons are properly done with the EB analysis, as presented later.

Table 2. Strategy installation and crash data summary for treatment sites.

Variable

Florida

South Carolina

Number of miles

508.05

341.27

Mile-years before

2,521.40

2,176.19

Mile-years after

1,348.70

788.89

Crashes/mi/year before

1.32

0.97

Crashes/mi/year after

0.80

0.99

Injury crashes/mi/year before

0.73

0.38

Injury crashes/mi/year after

0.44

0.36

ROR crashes/mi/year before

0.32

0.30

ROR crashes/mi/year after

0.13

0.37

Head-on crashes/mi/year before

0.03

0.02

Head-on crashes/mi/year after

0.02

0.02

Sideswipe-same-direction crashes/mi/year before

N/A

0.04

Sideswipe-same-direction crashes/mi/year after

N/A

0.05

Sideswipe-opposite-direction crashes/mi/year before

N/A

0.03

Sideswipe-opposite-direction crashes/mi/year after

N/A

0.04

Wet-road crashes/mi/year before

0.24

0.18

Wet-road crashes/mi/year after

0.15

0.20

Nighttime crashes/mi/year before

0.44

0.31

Nighttime crashes/mi/year after

0.26

0.33

Nighttime wet-road crashes/mi/year before

N/A

0.07

Nighttime wet-road crashes/mi/year after

N/A

0.07

N/A = Not applicable.

 

Table 3 and table 4 provide summary information for the volume and roadway data for the treatment sites, and table 5 provides summary information for the reference site data. Comparisons of crash rates between States and between treatment and reference sites should consider that the rates were only per mi and traffic volumes were not considered.

Table 3. Volume and roadway data summary for Florida sites.

Variable

Treatment

Reference

Average

Minimum

Maximum

Average

Minimum

Maximum

AADT before

9,830

120

133,762

13,422

472

110,056

AADT after

9,657

120

132,500

N/A

N/A

N/A

Average outside shoulder width (ft)

5.00

2.00

18.00

4.97

1.00

23.00

Average inside shoulder width (ft)

3.00

2.00

10.00

2.52

1.00

11.00

Number of lanes

3.00

2.00

10.00

2.00

2.00

10.00

Posted speed limit (mi/h)

54.00

25.00

70.00

51.28

25.00

70.00

Surface width (ft)

20.00

20.00

120.00

35,015

18.00

120.00

Median width (ft)

13.00

0.00

236.00

18.36

0.00

106.00

N/A = Not applicable.

 

Table 4. Volume and roadway data summary for South Carolina sites.

Variable

Treatment

Reference

Average

Minimum

Maximum

Average

Minimum

Maximum

AADT before

5,881

120

23,371

7,094

450

37,644

AADT after

5,549

120

23,050

N/A

N/A

N/A

Average outside shoulder width (ft)

6.21

0.00

12.00

5.57

0.00

12.00

Average inside shoulder width (ft)

0.33

0.00

10.00

0.07

0.00

4.00

Number of lanes

2.41

2.00

4.00

2.78

2.00

6.00

Posted speed limit (mi/h)

N/A

N/A

N/A

N/A

N/A

N/A

Surface width (ft)

29.79

20.00

66.00

34.09

18.00

78.00

Median width (ft)

9.17

0.00

99.00

12.08

0.00

106.00

N/A = Not applicable.

 

Table 5. Data summary for reference sites.

Variable

Florida

South Carolina

Number of miles

982.89

142.70

Mile-years

8,845.98

1,427.0

Crashes/mi/year

1.25

2.09

Injury crashes/mi/year

0.70

0.69

ROR crashes/mi/year

0.21

0.45

Head-on crashes/mi/year

0.02

0.06

Sideswipe-same-direction crashes/mi/year

N/A

0.17

Sideswipe-opposite-direction crashes/mi/year

N/A

0.03

Wet-road crashes/mi/year

0.21

0.41

Nighttime crashes/mi/year

0.37

0.61

Nighttime wet-road crashes/mi/year

0.07

0.13

N/A = Not applicable.

 

 

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