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General Provisions (100-199)

1163A Type C certification in accordance with 916 shall be provided for the multi-

IN · 2024 Standard SpecificationsBook pages 11631164View official source ↗

in accordance with 916 shall be provided for the multi- component pavement marking material.

(d)Snowplowable Raised Paveme nt Marker and Cast Metal Base

Snowplowable raised pavement marker shall consist of a cast metal base to which is attached a replaceable prismatic reflector for reflecting light longitudinally along the pavement from a single or from opposite directions. Both ends of the casting shall be shaped to deflect a snowplow blade upward. 90 The prismatic reflectors and cast metal bases shall be in accordance with ASTM D4383. Only prismatic reflectors and cast metal bases from the QPL of Snowplowable Raised Pavement Markers shall be used.

1.Epoxy Adhesive

The epoxy adhesive shall be in accordance with AASHTO M 237, Type IV, Table 3 with respect to composition and performance. A Type B certification in accordance with 916 shall be provided for the epoxy material. The limits of the following shall be shown on the certification: 100 Property Test Standard Chemical composition AASHTO M 237 Density AASHTO M 237 Gel time AASHTO M 237 Percent air AASHTO M 237 Bond strength AASHTO M 237

2.Blank
(e)Pavement Marking Beads

A Type C certification in accordance with 916 shall be provided for the pavement marking beads.

1.Standard Beads

Beads shall be glass in accordance with AASHTO M 247, Type 1. The beads shall have a moisture resistant coating. 110

2.Modified Standard Beads The modified standard beads shall be glass in accordance with AASHTO M 247,

Type 2. These beads shall have a moisture resistant coating and may have an adhesion promoting coating. 3. Supplemental Beads The supplemental beads shall be glass in accordance with AASHTO M 247, Type 4 except the beads shall have a minimum roundness of 80% by weight. 120 921.02 1164 These beads shall a have a moisture resi stant coating and may have an adhesion promoting coating.

4.Supplemental Elements These shall be for wet weather retro-reflectivity and shall be used for thermoplastic and multi-component longitudinal line markings but shall not exhibit a characteristic of toxicity re ferenced in AASHTO M 247. The supplemental elements

shall be selected from the QPL of Pavement Marking Beads.

A Type C certification in accordance with 916 shall be furnished for the 130 supplemental elements.

Source: Indiana Standard Specifications, 2024 Edition. Pages 11631164 of 1,248.