B
HomeLibrariesCode AISearchProjectsBookmarksAddress
FeedbackHelp Desk
Libraries
Estimate & calculate
CalculatorsChecklists
PricingLog in
Site Construction & Earthwork (02000-02999)

02961Rotomilling

UT · 2026 Standard Specifications✓ Full text on BuildSpecRev. September 8, 2022Book pages 868–869 Save this section

Ask about Section 02961

Get a cited answer from the section text. Click the citation to check it.

One cited answer a day is free. Start a 14-day trial for unlimited, no card required.

ROTOMILLING

PART 1 GENERAL

1.1SECTION INCLUDES

A.Rotomilling of the existing bituminous surface at the location and to the

depth shown.

1.2RELATED SECTIONS Not Used

1.3REFERENCES Not Used

1.4DEFINITIONS Not Used

1.5SUBMITTALS Not Used

PART 2 PRODUCTS

2.1EQUIPMENT

A.Use power-operated track propelled planing machine or grinder:
1.Capable of milling to cross slope as shown.
2.Self-propelled with sufficient power, traction, and stability to

maintain accurate depth of cut.

3.Maximum of ⅝ inch between the cutting teeth on the mandrel.
4.Use a minimum 12 ft mill head on interstates and freeways and a

minimum 7 ft mill head on all other roads or as directed by the Engineer.

B.Use cleaning equipment capable of sweeping, picking up millings, and

cleaning the vertical edge to clean up after milling operation.

Rotomilling

PART 3 EXECUTION

3.1ROTOMILLING

A.The Engineer may:
1.Measure and record rotomilling depths, taking two random

measurements every 1,000 ft of each pass of the milling machine.

2.Require an adjustment to the depth of the milling operation, up to

an additional 3/8 inch of depth, to remove unacceptable material or to improve ride.

B.Rotomill existing bituminous pavement surface to the width and depth

shown not to exceed an additional ⅜ inch of plan depth, measured from original surface to the top of the high point of the milled surface.

1.Produce a uniform pavement surface texture.
2.Adjust the speed of the milling operation to obtain continuous

horizontal grind marks on the roadway surface without a skipping pattern.

3.Limit the difference between the high and low points of the milled

surface to ¼ inch.

C.Load the millings from milling operation into a truck in one operation.
D.Millings not designated for use become the property of the contractor.
1.Remove and dispose of millings promptly as specified and

according to applicable rules and regulations.

2.Do not place millings on the job site except as described or as

approved by the Engineer.

3.2CLEAN AND REPAIR

A.Remove and clean all millings from the surface daily. Control dust created

by the cutting action. Clean rotomilled surface after milling operation and before opening to traffic.

B Verify all milled surfaces are sturdy and sound.

1.Remove any material that is loose or not well bonded.

END OF SECTION

Rotomilling

Get an email when 02961 changes

Utah revises spec sections through supplementals and new editions. We check this one every week and email you the day it changes. Free, no account.

Source: Utah Standard Specifications for Road and Bridge Construction, 2026 Edition. Pages 868–869 of 1,331. View official source ↗

Ask about this section

Scoped to Utah Standard Specifications, Section 02961 — Rotomilling. Every answer cites the section it came from, with a verification date — don’t trust a percentage, click the citation.