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Curb and Gutter Installation Anderson IN

Curb and gutter controls stormwater, defines the pavement edge, and keeps vehicle loads off the pavement shoulder — and it only works if the geometry, mix, and joint spacing are right. We form and place INDOT Type II and Type III curb and gutter for residential streets, commercial parking lots, subdivision development, and private drive approaches. Both slip-form (long straight runs) and hand-form (radii, transitions, and tight access) installations. Expansion joints at 20-foot intervals. Fixed-price quote within 48 hours.

Anderson Pendleton Noblesville Fishers Carmel Westfield Zionsville
Curb & Gutter Specifications
Profile
INDOT Type II (barrier) · Type III (mountable)
Mix
3500–4000 PSI air-entrained · 5–7% air content
Base
Compacted #53 stone · min 4" depth
Expansion Joints
Every 20 ft · full-depth with premolded filler
Control Joints
Every 5 ft · tooled or sawed
Method
Slip-form (runs) · hand-form (radii, transitions)
Cure
White-pigmented curing compound applied immediately
Warranty
60-day workmanship

Service availability note: We currently route curb and gutter projects to a vetted concrete partner crew. You still get our quoting process and project oversight — the on-site install crew is a specialist subcontractor we trust on this scope. Send us your project and we'll handle the match end-to-end.

01 · Design

Geometry, drainage slope, and joint spacing — the three variables that govern curb life.

Curb and gutter looks like a single uniform element, but it performs three distinct functions simultaneously: edge restraint for the adjacent pavement, stormwater collection, and pedestrian edge definition. Each function has its own geometry requirement, and conflicts between them — typically at driveway radii and low-point inlets — are where curb installations fail or require early replacement.

INDOT Type II barrier curb has a 6-inch face height and is intended for locations where vehicles should not cross the curb — arterial streets, parking structure edges, and raised medians. INDOT Type III mountable curb has a 4-inch face with a sloped face that allows vehicles to ride over it — subdivision streets and commercial lot perimeter where driveway access is expected anywhere along the run. Using barrier curb where vehicles regularly cross it produces recurring spall damage at the top of the curb face.

Drainage slope and low-point inlet placement

The gutter pan collects stormwater and channels it to an inlet. Indiana's flat terrain creates long gutter runs at very low slopes, and undersized inlets create ponding. We verify gutter slope and inlet spacing before forming — a gutter run that ponds at a pedestrian crossing or a low spot in a parking lot is a liability and a nuisance that requires cutting out and replacing the inlet area after construction.

02 · Spec Sheet

Every curb and gutter installation.

Profile Type
INDOT Type II 6" barrier curb (arterials, raised edges) · Type III 4" mountable curb (subdivision streets, commercial lots)
Concrete Mix
3500–4000 PSI · air-entrained 5–7% for freeze-thaw resistance · w/c ratio ≤ 0.45 · no calcium chloride admixture
Base Preparation
Minimum 4" compacted #53 stone base · native subgrade proofrolled · soft spots undercut and replaced before forming
Expansion Joints
Full-depth at maximum 20-ft spacing · 1/2" premolded filler (polyethylene or bituminous) · at all structures, inlet frames, and driveway apron tie-ins
Control Joints
Tooled or sawed at 5-ft spacing · minimum 1/4 section depth
Installation Method
Slip-form extrusion for straight runs ≥ 100 ft · hand-form for all radii, transitions, special sections, and short runs
Reinforcement
No rebar in standard curb runs · #4 rebar at driveway transitions and radii < 15 ft where stress concentrations occur
Curing
White-pigmented curing compound (ASTM C309 Type 1-D) applied within 20 minutes of final finishing · minimum 7-day cure before traffic
Backfill
Granular backfill compacted behind curb before any traffic loads
03 · Process

Six steps, start to finish.

Residential curb-and-gutter runs of 100–300 linear feet are typically complete in 1 day including base prep. Commercial lot perimeter work is sequenced with the site contractor's paving schedule. Slip-form production on straight runs exceeds 500 linear feet per day.

01

Layout & Grade Verification

String line set for face-of-curb alignment. Gutter flow line grades checked against site plan or existing drainage. Inlet locations confirmed before any forming begins. 811 utility locates completed.

02

Base Preparation

Subgrade compacted. Minimum 4" #53 stone base placed and compacted to Standard Proctor density. Soft spots undercut and replaced. Edge of base trimmed to match curb width.

03

Forming

Slip-form machine set to profile for straight runs. Hand-forms set for radii, special sections, and access-constrained locations. Expansion joint filler material placed at all 20-ft intervals and at structures.

04

Concrete Placement

3500–4000 PSI air-entrained mix placed and consolidated. Gutter pan finished to specified crown and slope. Curb face finished smooth. Control joints tooled at 5-ft spacing before initial set.

05

Curing & Protection

White-pigmented curing compound applied within 20 minutes of final finishing. Finished work protected from traffic and backfill operations for minimum 7 days. Cold-weather protection in place for pours below 40°F.

06

Backfill & Closeout

Granular backfill placed and compacted behind curb face. Finished surface elevation matched to adjacent pavement grades. Work area cleaned up, excess material removed. 60-day workmanship warranty issued.

04 · Local Notes

Curb conditions across our service area.

Anderson & Pendleton: Many older residential streets in Anderson have deteriorated combined curb and gutter sections from the 1960s–1980s with inadequate air entrainment and failing expansion joints. Replacement sections must tie into existing pavement grades — we survey both neighboring section elevations before forming to ensure positive drainage at the new section. Madison County has its own curb and sidewalk specifications for county road right-of-way work.

Pendleton & Noblesville: New subdivision construction along the US-36 and SR-32 corridors in Hamilton County requires curb and gutter on all streets per the county subdivision control ordinance. We work with site contractors and civil engineers on curb-first sequencing — curb and gutter is typically placed before base asphalt to establish the edge restraint and drainage pattern.

Fishers & Carmel: Both cities have active urban trail and streetscape programs that frequently include curb replacement, ADA ramp retrofits, and curb extension bump-outs at pedestrian crossings. Curb work in these ROW locations requires Fishers Activity Permits or Carmel permits and coordination with the city engineer's office on profile grades.

Westfield: Westfield WeConnect manages development permits and right-of-way work. Commercial developments along SR-32 in Westfield require curb and gutter on all street frontages — we coordinate permit submittals directly through the Westfield Building & Development portal.

05 · FAQ

What people ask before they call.

What is the difference between Type II and Type III curb?
INDOT Type II is a 6-inch barrier curb with a near-vertical face — it is designed to prevent vehicles from crossing the curb. Type III is a 4-inch mountable curb with a sloped face that allows vehicles to ride over it without damage. Barrier curb is used on arterials and where wheel-over is not expected; mountable curb is used on subdivision streets and commercial lots where driveways can occur anywhere along the run.
Do I need a permit for curb and gutter work in the right-of-way?
Yes — any work within a city or county right-of-way requires a permit. The specific permit and process varies by municipality: Fishers requires an Activity Permit, Carmel requires a right-of-way permit through their Engineering department, Anderson and Pendleton go through their respective Street departments, and Hamilton County unincorporated areas through the County Highway department. We pull these permits as part of our project scope.
Can you replace just a damaged section of curb and gutter?
Yes — partial replacement is common for settled or cracked sections. The minimum replacement length is one full joint panel (typically 5 ft between control joints). We sawcut at the existing control joints on each side of the damaged section, remove the damaged concrete, and pour a new matching section. The new section is keyed into the adjacent curb with a #4 rebar dowel at each end.
How do you handle the driveway approach where curb meets the apron?
Driveway approaches require a full-depth expansion joint where the curb-and-gutter run meets the driveway apron. The curb profile transitions from the street curb height down to the apron elevation over the driveway width — this transition radius or flare is formed by hand even on slip-form projects. The apron itself is a separate pour with its own rebar and compacted base. We form and pour approaches to match the driveway contractor's apron or provide the full approach in one scope.
Why does curb and gutter fail before the adjacent pavement?
Curb and gutter is exposed to concentrated freeze-thaw cycling, road salt from the gutter flow, and direct wheel impact at driveway approaches — all harsher exposures than the interior pavement. Failure also accelerates when expansion joints are missing or spaced too far apart, allowing thermal cracking; when the base is inadequate and the section settles; or when the air entrainment is too low to resist freeze-thaw scaling. All three are spec problems, not material problems.
06 · External

Spec validated by industry standards.

Our curb and gutter profiles, mix specifications, and joint spacing requirements follow INDOT's Standard Specifications for Road and Bridge Construction and INDOT Standard Drawings for curb and gutter types. Air-entrainment requirements for freeze-thaw exposure in Indiana follow the exposure class designations in ACI 318 Table 19.3.3.1, which specifies 6 ± 1.5% air content for severe exposure.

REF · INDOT Indiana Department of Transportation — Standard Specifications for Road and Bridge Construction
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Free curb and gutter estimate.
Profiles, drainage grades, and inlet locations reviewed before we form.

Tell us whether it's a new installation or replacement, the approximate linear footage, and the project type — street, commercial lot, or subdivision. We'll confirm the profile and joint spacing and quote the scope.