What are the Indiana Anchored Temporary Concrete Barrier Drop-In Anchor Specifications?

The Indiana Department of Transportation outlines specifications regarding the proper dimensions for anchored temporary concrete barrier drop-in anchors, including general notes, front view details, end view details, top plate details, bracket details and washer details.

Indiana Concrete Barrier General Notes

  1. All steel should be ASTM A-36 hot rolled unless otherwise noted.

  2. J-J Hooks are a produce of Easi-Set Worldwide. Hooks should be cast into the barrier in accordance with the manufacturer’s recommendations.

  3. The bolt should be installed snug tight in the cast-in ferrule loop insert. The insert should have a minimum ultimate shear capacity of 12.1 kips.

  4. Bent plate anchor bracket should be attached to a concrete surface using one of the following anchor systems. Minimum embedment should be in accordance with the manufacturer's recommendations, but not less than 4 1/2 in.

a. 1-in. threaded rod, grade 55 minimum, with washer and nut. Rod should be installed using an approved epoxy chemical anchor system with a minimum ultimate shear capacity of 21.2 kips: or

b. 1-in. diameter wedge anchor; or

c. 1-in. nominal diameter drop-in anchor with 1-in. diameter, grade 5 hex bolt.

  1. When concrete will remain in place after anchoring is removed, the threaded rod anchoring system should be used. The rod should be completely removed, the hole should be blown out to remove any moisture or debris, and the hole completely filled using the same epoxy that was used for anchoring the rod.

  2. See E 801-TCCB-05 for bent plate anchor details, top plate washer details, and additional notes.

Indiana Concrete Barrier with Drop-In Anchor Front View Details

Indiana temporary concrete barriers with drop-in anchors should include the following features when viewed from the front:

  • 2 top plate washers (typ.) paired with 2 top plates on each panel

  • 1’-9” between the outer ends of each connecting top plate, when stretched between two panels

  • 5-3/4” (typ.) between the center of each washer and the end of the panel

  • 1” x 1-3/4” Grade 5 hex bolt

  • 1” drop-in anchor in field drilled hole (typ.) (See general note #3)

  • J-J hook (typ.) at the end of each panel

  • 3 bent plate anchor brackets (typ.) spaced 3’-4” apart from each other, and spaced 1’-2” from each end of the panel; there should be 1’-8” of space when measuring from the end of the panel to the center of the first bent plate anchor bracket

Indiana Concrete Barrier with Drop-In Anchor End View Details

Indiana temporary concrete barriers with drop-in anchors should include the following features when viewed from the end:

  • Bottom slope starts 10” from ground line

  • J-J hook located 1’-10” from ground line

  • Each panel should be no less than 1’ from any ground line free edge

  • The top plate washer and top plate should be centered at the top of the panel

Indiana Concrete Barrier with Drop-In Anchor Top Plate Details

Indiana temporary concrete barrier drop-in anchor top plates should conform to the following dimensions:

  • Length: 1’-9”

  • Width: 3-1/2”

  • Distance between slots: 1’-1”

  • Distance between center of slot and short edge of plate: 4”

  • Distance between center of slot and long edge of plate: 1-3/4”

  • Slot detail 1-1/4” x 2-1/2” (typ.)

Indiana Concrete Barrier with Drop-In Anchor Bracket Details

Indiana temporary concrete barrier drop-in anchor brackets should conform to the following dimensions:

  • Length: 11-7/8”

  • Width: 1’-0”

  • PL ½” x 1’1” x 1’-0”

  • PL ½” x 7-1/2” x 1’-0”

  • Lower side angle: 144 degrees

  • Upper side angle: 148 degrees

  • Top side length: 2-7/8”

  • Bottom side length: 5-1/2”

  • 1-1/8” hole

Indiana Concrete Barrier with Drop-In Anchor Top Plate Washer Details

Indiana temporary concrete barrier drop-in anchor washers should conform to the following dimensions:

  • 4” x 4” square

  • 1-1/16” diameter hole centered in the plate

  • PL ¼” x 4” x 4”

*Please note that this blog post is an interpretation of Indiana Department of Transportation's specifications. Please consult with Indiana DOT's most recent requirements for definitive information.

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