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Pages 44-50

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From page 44...
... Narrow bridges on two-lane rural roads are mentioned as a special type of location where PRPMs were found to be effective in reducing nighttime speeds and centerline encroachments. A project performed by the University of Iowa for the FHWA resulted in "Guidelines for the Use of Raised Pavement Markers" (5)
From page 45...
... 6.4 PROPOSED REVISIONS TO THE MUTCD In light of the findings of the composite and disaggregate analyses of PRPMs on two-lane roadways and four-lane divided freeways, the following changes to the MUTCD are proposed: 1. Add the following paragraph after the initial paragraph under Support for Section 3B.11 on top of page 3B-29: Retroreflective raised pavement markers enhance guidance for drivers by providing longer delineation of the travel path during nighttime and wet pavement conditions.
From page 46...
... 2. Add the following paragraph under Guidance on page 3B-29: The use of any raised pavement markers as a supplement or replacement to standard pavement markings should be based on an analytical engineering study of the potential safety impacts and costs.
From page 47...
... 6.6.2 Step 2: Estimate Expected Nighttime Nonintersection Crashes without PRPMs Using Equation 6-1 and 1998 data, calculate the expected number of nighttime crashes: E(Ky)
From page 49...
... Where COST = Indirect cost of installation per PRPM, i = Annual discount rate, and n = Number of years in lens replacement cycle. If the indirect cost of implementing 500 PRPMs is $5,000, then the indirect cost per PRPM = $5,000/500 = $10.
From page 50...
... This refers to the average annual cost of replacing the lens according to the replacement cycle and includes the cost of materials, equipment, and labor. Equation 6-10 can be used to calculate the annual maintenance cost, in which case n is equal to the number of years in the lens replacement cycle.


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