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Effects on Driver Speeds of In-Lane Rumble Strips on Approaches to ...

Effects on Driver Speeds of In-Lane Rumble Strips on Approaches to ...

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Distance From<br />

<strong>In</strong>tersecti<strong>on</strong> (ft)<br />

Table 3. Mean <strong>Speeds</strong> at Specified Distances for Six <strong>Approaches</strong> <strong>to</strong><br />

S<strong>to</strong>p-C<strong>on</strong>trolled <strong>In</strong>tersecti<strong>on</strong>s in Minnesota (3).<br />

Average Speed in mph (km/h)<br />

Before <strong>Rumble</strong> After <strong>Rumble</strong> Difference<br />

Strip <strong>In</strong>stallati<strong>on</strong> Strip <strong>In</strong>stallati<strong>on</strong><br />

31.01 (49.9) 27.99 (45.1) 3.02 (4.9)<br />

36.57 (58.9) 33.59 (54.1) 2.98 (4.8)<br />

43.70 (70.4) 41.39 (66.6) 2.31 (3.7)<br />

47.26 (76.1) 44.47 (71.6) 2.79 (4.5)<br />

Statistically significant<br />

before/after difference?<br />

300<br />

500<br />

1000<br />

1500<br />

Yes<br />

Yes<br />

Yes<br />

Yes<br />

Away from area 52.09 (83.9) 52.58 (84.7) -0.49 (-0.8) No<br />

Site<br />

1<br />

2<br />

3<br />

4<br />

5<br />

6<br />

7<br />

Table 4. Effect <strong>of</strong> <strong>Rumble</strong> <strong>Strips</strong> <strong>on</strong> Vehicle Speed <strong>on</strong> Seven <strong>Approaches</strong> <strong>to</strong> S<strong>to</strong>p-<br />

C<strong>on</strong>trolled <strong>In</strong>tersecti<strong>on</strong>s in Ohio (3).<br />

Mean Speed in mph (km/h) 300 ft (92 m)<br />

Statistically Significant at<br />

downstream <strong>of</strong> first rumble strip<br />

95% C<strong>on</strong>fidence Level?<br />

Before After Reducti<strong>on</strong><br />

41.9 (67.5) 35.9 (57.8) 6.0 (9.7)<br />

47.9 (77.1) 39.9 (64.2) 8.0 (12.9)<br />

43.9 (70.7) 45.9 (73.9) -2.0 (-3.2)<br />

45.9 (73.9) 41.9 (67.5) 4.0 (6.4)<br />

51.9 (83.6) 49.9 (80.3) 2.0 (3.2)<br />

53.9 (86.8) 51.9 (83.6) 2.0 (3.2)<br />

53.9 (86.8) 49.9 (80.3) 4.0 (6.4)<br />

Zaidel et al. (2) evaluated the use <strong>of</strong> rumble strips <strong>on</strong> <strong>on</strong>e s<strong>to</strong>p-c<strong>on</strong>trolled rural intersecti<strong>on</strong><br />

approach in Israel. <strong>Speeds</strong> were m<strong>on</strong>i<strong>to</strong>red for over 2500 lead vehicles at eight points al<strong>on</strong>g the<br />

1377 ft (420 m) leading <strong>to</strong> the intersecti<strong>on</strong>. A <strong>to</strong>tal <strong>of</strong> 38 rumble strips were placed over a<br />

distance <strong>of</strong> 883 ft (269 m) upstream <strong>of</strong> the s<strong>to</strong>p line. The researchers found that mean speeds<br />

were reduced by 5 <strong>to</strong> 43 percent while the speed variance increased (as much as 60 percent) with<br />

the installati<strong>on</strong> <strong>of</strong> the strips. The researchers c<strong>on</strong>cluded that:<br />

• <strong>Rumble</strong> strips lowered speeds by an average <strong>of</strong> 40 percent.<br />

• <strong>Rumble</strong> strips had a small positive effect <strong>on</strong> compliance rate.<br />

• With no pavement treatment, decelerati<strong>on</strong> began at 492 ft (150 m) and peaked within the<br />

last 197 ft (60 m); with the rumble strips, most <strong>of</strong> the decelerati<strong>on</strong> <strong>to</strong>ok place before the<br />

vehicle passed the first strip, followed by an additi<strong>on</strong>al decelerati<strong>on</strong> within the last 197 ft<br />

(60 m).<br />

• Decelerati<strong>on</strong> became more uniform and moderate.<br />

• <strong>Rumble</strong> strip effects remained stable after a year.<br />

• A 492-ft (150 m) treatment <strong>of</strong> 0.5 inch (12 mm) strips is l<strong>on</strong>g enough <strong>to</strong> produce the<br />

positive effects <strong>of</strong> rumble strips.<br />

Vehicle Compliance<br />

The 1993 synthesis <strong>on</strong> rumble strips identified five studies that evaluated the effect <strong>of</strong> rumble<br />

strips <strong>on</strong> driver compliance with S<strong>to</strong>p signs (3). The studies generally found that it was rare for<br />

Yes<br />

Yes<br />

No<br />

Yes<br />

Yes<br />

No<br />

Yes

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