Exhibit 1 - Barrier Wall Detail.pdf

PDF 85 KB Posted

Attached to
Barrier Wall Repair, As-Needed; MDOT Metro Region
Solicitation number
RFP 591 260000002459 1
Issued by
Michigan

About this file

This is a technical specification exhibit from the Michigan Department of Transportation (MDOT) detailing concrete barrier wall repair procedures for an as-needed barrier wall repair contract in the MDOT Metro Region. The document provides detailed specifications for limited repair work on existing concrete barrier walls, including single-face and double-face barrier configurations. The repair scope encompasses structural reinforcement through the installation of dowel bars—both horizontal and vertical—that are to be adhesive anchored into existing concrete. Horizontal dowel bars, constructed of Grade 40 epoxy-coated reinforcement steel, shall be placed every 3 feet along the repair section with a minimum of 3 inches above the concrete cover, while vertical dowels are positioned starting 12 inches from the end of the repair section. All dowel bars require 9-inch embedment depth with 6-inch repair limits on both sides of weakness joints in existing concrete barriers.

The specification establishes that all repair work, including dowel installation and concrete patching, shall be incorporated into designated pay items for both "Double Face Barrier Wall, Limited Repair, Inclusive" and "Single Face Barrier Wall, Limited Repair, Inclusive" work categories. The proposed barrier wall dimensions, tapers, and configuration must precisely match the existing barrier plane to maintain structural continuity and aesthetic uniformity. The technical drawing provided indicates standard barrier wall cross-sections with saw-cut limits and reinforcement placement requirements to ensure proper load distribution and long-term durability of the repaired sections.

View the file

Other files

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

SHEET

OF

NOT TO SCALE

1 1

MICHIGAN DEPARTMENT OF TRANSPORTATION

CONCRETE BARRIER

BARRIER WALL DETAIL

CONCRETE BARRIER, SINGLE FACE

SAW CUT LIMIT

DOWEL BAR, 18 INCH

(2) HORIZONTAL #4

SAW CUT LIMIT

DOWEL BAR, 18 INCH

(2) HORIZONTAL #4

DOWEL BAR, 18 INCH

VERTICAL #4

DOWEL BAR, 18 INCH

VERTICAL #4

SHOULDER/VG

TOP OF CONCRETE

SHOULDER/VG

TOP OF CONCRETE

R E P

A

IR

L

IM

IT

R E P

A

IR

L

IM

IT

INCLUSIVE."

AND "SINGLE FACE BARRIER WALL, LIMITED REPAIR,

FACE BARRIER WALL, LIMITED REPAIR, INCLUSIVE"

WORK SHALL BE INCLUDED IN PAY ITEMS "DOUBLE

ADHESIVE ANCHORED INTO EXISTING CONCRETE.

ALL DOWEL BARS SHALL BE EMBEDDED 9" AND

FACE BARRIER WALL, LIMITED REPAIR, INCLUSIVE."

WALL, LIMITED REPAIR, INCLUSIVE" AND "SINGLE

INCLUDED IN PAY ITEMS "DOUBLE FACE BARRIER

SAW CUT LIMITS. HORIZONTAL DOWELS ARE

ARE TO BE PLACED MINIMUM OF 3" ABOVE THE

3" CONCRETE COVER. HORIZONTAL DOWEL BARS

HORIZONTAL DOWEL BARS SHALL HAVE MINIMUM OF

BARRIER WALL, LIMITED REPAIR, INCLUSIVE."

LIMITED REPAIR, INCLUSIVE" AND "SINGLE FACE

IN PAY ITEMS "DOUBLE FACE BARRIER WALL,

BARRIER WALL. VERTICAL DOWELS ARE INCLUDED

SHALL BE PLACED EVERY 3'-0" ALONG THE

END OF THE REPAIR SECTION. DOWEL PLACEMENT

VERTICAL DOWEL BARS SHALL START 12" FROM

AND EPOXY COATED.

REINFORCEMENT STEEL SHALL BE GRADE 40 STEEL

REPAIR LIMIT IS UP TO 18 INCHES, AS SHOWN.

WEAKNESS JOINTS IN EXISTING CONCRETE BARRIER.

EXISTING BARRIER WALL. MATCH PLANE OF

DIMENSIONS, TAPERS AND CONFIGURATION OF

THE PROPOSED BARRIER WALL SHALL MATCH

NOTES:

EXHIBIT 1 - Barrier Wall Detail

File details come from the government source that posted it. Updated .