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Grading & Earthwork · Moriarty, NM

Grading & Earthwork in Moriarty, NM

Mass grading, excavation, embankment, and subgrade preparation for new development — performed under one NM CID license (#385363) to City of Moriarty expectations and NMDOT Standard Specifications practice for state right-of-way and high-elevation performance.

NM CID Lic #385363 — Licensed, Bonded & InsuredCity of Moriarty + NMDOT Specs Practice FocusServing Moriarty from Albuquerque HQ
Grading & Earthwork in Moriarty

Grading & Earthwork Built for Moriarty Conditions

Moriarty sits at approximately 6,220 feet in the Estancia Valley along I-40, Route 66, and NM 41. New residential, commercial, and roadway projects require precise mass grading, excavation, embankment, and subgrade preparation that meet City of Moriarty development expectations and NMDOT Standard Specifications practice — especially for work in or adjacent to state right-of-way. Common practice under NMDOT Sections 203 and 207 is to compact the top 6 inches of the roadbed and embankment to 95% of maximum density (AASHTO T 180 / ASTM D1557) with moisture control. Expansive clays in the Estancia Valley swell and shrink with moisture; freeze-thaw cycles, snow, intense UV, and wind demand durable finished grades. As a licensed contractor serving Moriarty, we deliver grading and earthwork that meets City and NMDOT expectations for testing, inspection, and long-term performance at elevation.

95%

Common Roadbed/Embankment Compaction — NMDOT Practice

City of Moriarty + NMDOT Specifications Practice

Local development is reviewed by the City of Moriarty. Work in or adjacent to state right-of-way follows NMDOT Standard Specifications for Highway and Bridge Construction. Embankment (Section 203) and subgrade preparation (Section 207) commonly require 95% of maximum density for the top of the roadbed, with moisture content controlled near optimum. Materials and methods for base and asphalt typically reference NMDOT or New Mexico Standard Specifications for Public Works Construction.

Subgrade Preparation & Compaction

Under NMDOT practice, the top 6 inches of the roadbed is scarified, moisture-conditioned, and compacted to 95% of maximum density. Embankment is placed in controlled lifts (commonly ≤8 inches loose) and compacted to 95%. Moisture is held from optimum to optimum minus 5% (or optimum to +4% for soils with PI ≥15). Proof-rolling identifies soft spots before base placement.

Estancia Valley Soils & Drainage

Estancia Valley soils often include expansive clays that swell when wet and shrink when dry. Thorough moisture conditioning, controlled lift thickness, and adequate compaction are essential. Positive drainage and erosion control protect finished grades during monsoon storms and prevent ponding on low-permeability soils.

Freeze-Thaw, Snow, UV & Wind at ~6,220 ft

Moriarty experiences frequent freeze-thaw cycles, snow, intense UV, and wind. Proper subgrade density and moisture control reduce frost heave and settlement risk so finished pads and roadbeds support subsequent base and pavement through seasonal extremes.

Moriarty Grading & Earthwork Process

How Grading & Earthwork Projects Run in Moriarty

A clear process designed around City of Moriarty development review, NMDOT specifications practice, and high-elevation Estancia Valley performance requirements.

1
Step 1

Project Scope & Site Evaluation

We review the grading plan, geotechnical data, cut/fill balance, drainage requirements, and NMDOT or City expectations, then define the full earthwork scope under our NM CID license.

2
Step 2

Design Coordination & Plan Package

Plans address mass grading, embankment, subgrade preparation, and erosion control. State ROW work aligns with NMDOT Sections 203/207; local work aligns with City development review.

3
Step 3

Permits, Approvals & Pre-Construction

We secure required City and, where applicable, NMDOT approvals, confirm material sources and testing protocols, and schedule work around development phasing, weather windows, and inspection.

4
Step 4

Clearing, Earthwork, Compaction & Testing

Crews clear and grub, excavate and place embankment in controlled lifts, moisture-condition and compact to 95% practice under pavements, prepare subgrade, proof-roll, and perform or coordinate density/moisture testing.

5
Step 5

Final Grades, Inspection & Close-Out

Finished grades are verified to design elevations and cross-sections. Punch list, final inspections, testing documentation, and clear handover for subsequent base, pavement, or building work.

Our Albuquerque headquarters is approximately 40–50 minutes via I-40, allowing reliable mobilization and consistent project supervision for Moriarty grading and earthwork sites.

Moriarty Regulations

Moriarty Grading & Earthwork — Standards & Practical Notes

Practical guidance for grading and earthwork in Moriarty. Confirm current requirements with the City of Moriarty and, for state right-of-way, NMDOT before finalizing scope.

Per City of Moriarty / NMDOT (state ROW)

What standards govern grading and earthwork in Moriarty?

Local development is reviewed by the City of Moriarty. Work in or adjacent to state right-of-way follows NMDOT Standard Specifications for Highway and Bridge Construction. Embankment (Section 203) and subgrade preparation (Section 207) commonly require 95% of maximum density for the top of the roadbed, with moisture content controlled near optimum. Materials for base and asphalt typically reference NMDOT or New Mexico Standard Specifications for Public Works Construction.

Source: NMDOT Standard Specifications practice / City of Moriarty development review

What compaction is typically required for subgrade and embankment?

Under NMDOT practice, the top 6 inches of the roadbed is compacted to 95% of maximum density (AASHTO T 180 / ASTM D1557). Embankment is compacted to 95% in controlled lifts. Moisture is held from optimum to optimum minus 5% (or optimum to +4% for soils with PI ≥15). Exact requirements are confirmed in the approved plans and geotechnical report.

Source: NMDOT Standard Specifications Sections 203 & 207

How do Estancia Valley soils affect earthwork?

Estancia Valley soils often include expansive clays that swell when wet and shrink when dry. Scarify, moisture-condition, and compact the upper subgrade and structural fill to the specified density. Controlled lift thickness and proof-rolling reduce heave and settlement risk under pavements and structures.

Source: Local Estancia Valley soil performance

How does elevation affect earthwork performance?

At approximately 6,220 feet, frequent freeze-thaw cycles, snow, intense UV, and wind require proper subgrade density, moisture control, positive drainage, and erosion control so finished grades and roadbeds support subsequent base and pavement through seasonal extremes.

Source: Local high-elevation pavement and site performance

Moriarty Reviews

Moriarty Grading & Earthwork Feedback

Feedback from recent grading and earthwork projects in Moriarty.

4.9

23 verified reviews

Mass Grading / Subgrade Prep

“They took care of the mass grading and subgrade for our I-40 corridor phase with proper moisture conditioning for the valley clays and 95% compaction. Proof-roll passed, grades were tight, and the surface held through freeze-thaw season. Ready for base on schedule.”

Building Owner

I-40 / East Moriarty Growth Area

Site Grading / Embankment

“Route 66 commercial pad and parking subgrade. Moisture control and density met expectations at elevation, and the surface was ready for base on schedule. Professional crew and clear documentation.”

Commercial Property Owner

Route 66 / NM 41 Corridor

Service Areas

Grading & Earthwork — Also Offered In

Professional grading & earthwork available throughout our regional service network in central New Mexico.

Looking for grading & earthwork outside Moriarty? We serve the greater metro and surrounding communities under our NM CID license.

FAQ

Grading & Earthwork FAQ — Moriarty

Yes. Patriot Asphalt and Construction holds an active NM CID license (#385363), is bonded and insured, and serves Moriarty from our Albuquerque headquarters.

Local development is reviewed by the City of Moriarty. Work in or adjacent to state right-of-way follows NMDOT Standard Specifications. Embankment and subgrade preparation commonly require 95% of maximum density for the top of the roadbed, with moisture control near optimum.

Under NMDOT practice, the top 6 inches of the roadbed and embankment are compacted to 95% of maximum density (AASHTO T 180 / ASTM D1557). Moisture is held from optimum to optimum minus 5% (or optimum to +4% for soils with PI ≥15). Exact requirements are set in the approved plans and geotechnical report.

Estancia Valley soils often include expansive clays. Moisture conditioning, adequate compaction, positive drainage, and erosion control are essential so finished grades and subgrades resist heave and settlement before base and pavement are placed.

At approximately 6,220 feet, freeze-thaw cycles, snow, intense UV, and wind require proper subgrade density, moisture control, positive drainage, and erosion control so finished grades support subsequent base and pavement through seasonal extremes.

Duration depends on cut/fill volume, soil conditions, weather, and City/NMDOT review and inspection schedules. After plans and approvals are in place, mid-size residential or commercial grading packages are often measured in weeks. We publish a realistic schedule at contract.

We serve all of Moriarty, including the I-40 corridor, Route 66, NM 41 areas, and surrounding Torrance County communities within our service radius.

Free Consultation

Start Your Moriarty Grading & Earthwork Project

Free, detailed estimate from our team serving Moriarty. Licensed, bonded, and insured — NM CID #385363.

Get In Touch

Service Area

Serving Moriarty — HQ: 5901-J Wyoming Blvd NE, Suite 134, Albuquerque, NM 87109

Response Time

Mon–Sat: 8:00 AM – 6:00 PM

★ Licensed, Bonded & Insured · Bonded & Insured · Est. 2016