Asphalt Scope of Work: Template and Checklist for Commercial GCs

Asphalt paving is frequently treated as a simple commodity scope — and frequently generates significant change orders and warranty disputes as a result. Parking lot and roadway asphalt scopes that fail to define subbase preparation requirements, compaction standards, mix design specifications, and line marking responsibility leave GCs exposed to pavement failures, rework costs, and disputes over whose subgrade preparation led to premature cracking. This guide covers the line items, package requirements, and coordination checkpoints that every PM and estimator needs in their asphalt scope of work.

Asphalt scopes must define the full pavement system — not just the asphalt lift thickness. The subbase and base course quality determine the long-term performance of the pavement.

Pavement Structure and Mix Design

• Subgrade preparation: Define minimum subgrade bearing capacity (CBR or Modulus of Subgrade Reaction, k-value) per the pavement design. Specify subgrade compaction standard — typically 95% Standard Proctor (ASTM D698) for parking areas; 98% Modified Proctor (ASTM D1557) for heavy-load roadways. If the existing or engineered subgrade does not meet the design CBR, require the sub to notify the GC before paving — failure to address weak subgrade is the most common cause of premature asphalt failure.
• Granular base course: Specify material type (Granular A, crusher run, or local equivalent), thickness per the pavement design, maximum particle size, and compaction standard. A granular base course is not optional — asphalt without an adequate base will fail in the first freeze-thaw cycle or under truck traffic.
• Asphalt mix design: Specify the Superpave or Marshall mix design type by traffic level. For commercial parking lots: SP-12.5 or SP-19 surface course. For heavy vehicle access roads and truck loading areas: SP-19 or SP-25 base course. Specify the design ESAL (equivalent single-axle load) level used for the mix design — if the pavement will see heavy truck traffic and the mix is designed for light vehicle loads, the pavement will fail prematurely.
• Lift thickness: Define compacted lift thickness for each course. Minimum compacted lift: 1.5× maximum aggregate size (typically 1.5" for SP-12.5, 2" for SP-19). For a standard commercial parking lot: 2" compacted surface course over 2.5"–3" compacted base course over 6"–8" compacted granular A. Multiple thinner lifts are inferior to fewer thicker lifts.
• Modified asphalt: Polymer-modified asphalt (PMA) for high-traffic areas, steep grades, and locations with significant temperature variation. SBS-modified binder improves rutting and cracking resistance. Specify where PMA is required — typically at truck loading docks, bus routes, and high-sun-exposure areas in warm climates.

Surface Drainage and Grades

• Define minimum surface slopes for drainage — 1.5% minimum cross-slope for uncurbed parking areas; 1% for curbed lots draining to catch basins. Flat asphalt is not acceptable — ponding accelerates asphalt oxidation and enables water infiltration into the base.
• Catch basin rim elevations must be confirmed with the civil sub before paving begins. Asphalt paved to the wrong elevations relative to catch basin rims results in ponding at drains or water bypassing drains entirely.
• Define the paving tolerance: ±¼" in 10 ft (3mm per meter) for parking areas; ±⅛" in 10 ft for heavy traffic roadways. Tolerances that are not specified will not be enforced.

Curbs, Edging, and Joint Details

• Concrete curbs and curb islands must be installed and cured before paving begins — do not pave against uncured curbs or formwork. Specify who installs concrete curbs: typically the civil sub, but this should be explicit in both scopes.
• Tack coat: hot-applied or emulsified asphalt tack coat (ASTM D977 or D2397) between lifts and at all vertical edges (curbs, existing pavement). Specify application rate — typically 0.05–0.15 gal/sy for interlayer tack coat. Insufficient tack coat causes delamination between asphalt lifts — a common failure mode that is invisible until traffic loading causes slippage cracking.
• Cold joints: where new asphalt meets existing pavement (tie-in to existing road or parking lot), require milling and/or full-depth saw-cut of the existing edge and hot-applied tack coat before the new lift is placed. Do not butt new asphalt against an unmilled edge — the cold joint will crack within the first season.

Tip for PMs: The most common asphalt scope gap is responsibility for granular base preparation and proof rolling. If the asphalt scope covers only "asphalt supply and installation," the civil sub or the GC must handle subgrade and base preparation. Define this clearly — or you will have a dispute about whose responsibility the pavement failure is when cracking appears in year two.

Asphalt submittals are simpler than most trades but still required to confirm mix design compliance before paving begins.

Required Submittals

• Asphalt mix design (job mix formula / JMF): from a certified plant. Confirm the JMF matches the specified Superpave or Marshall mix type, design traffic level, and binder grade (PG grade per AASHTO M 320 for the project's climate zone)
• Granular base material certifications: gradation and Atterberg limits confirming the material meets the specified standard (Granular A, OPSS, or local equivalent)
• Density testing plan: specify the testing frequency (one nuclear density gauge test per 500 sy per lift is standard) and minimum compaction requirement (typically 92%–96% of the gyratory rice density per ASTM D2041)
• Line marking layout plan: for parking lots, submit a marking layout showing stall dimensions, drive aisle widths, accessible stalls, fire lanes, and directional arrows for owner/architect approval before marking begins

Pavement Warranty

• Specify a minimum 1-year materials and workmanship warranty on all asphalt paving. For modified or high-performance asphalt, a 3-year warranty is reasonable. Define what the warranty covers: surface raveling, cracking exceeding a defined width (e.g., cracks >¼" wide), rutting exceeding a defined depth, and delamination.
• The warranty does not cover pavement damage from subgrade failure caused by conditions outside the paving sub's scope — confirm that subgrade preparation (proof rolling, weak zone remediation) is in scope before relying on the paving warranty.

Best Practices from Leading GCs

• Require a proof roll (loaded dump truck or equivalent) of the compacted subgrade and granular base before paving begins. A proof roll identifies soft zones that will fail under asphalt — addressing them before paving is far less expensive than repairing failed pavement after the fact.
• Do not allow paving in rain or on wet subgrade. Asphalt placed on a wet base will trap moisture and fail prematurely. Include a weather specification in the scope: no paving when ambient temperature is below 50°F (rising) or when rain is forecast within 24 hours.
• For large parking lots, require the paving sub to submit a traffic control plan showing how the site will be managed during paving — directing construction traffic away from freshly paved areas before they cool and cure.

Asphalt paving coordinates with the civil sub (drainage, curbs, and underground utilities), the concrete sub (curbs, sidewalks, and aprons), and the line marking sub if separate.

Underground Utility and Civil Coordination

• All underground utilities within the paving footprint must be complete and backfilled to the correct subgrade elevation before paving begins. Do not pave over open trenches or incompletely compacted utility backfill — utility trenches in asphalt are the most common source of pavement reflective cracking.
• Catch basin rim elevations must be set to finished pavement grade before paving. If catch basin rims are not adjustable after paving, they must be confirmed and set to the correct elevation before the base course is placed.
• Fire hydrant and valve box cover elevations: all below-grade utility access structures must be set to the correct pavement finish grade before paving. Valve boxes and hydrant flanges left below or above finish grade are safety hazards and will require core cutting after the fact.

Line Marking and Signage

• Define whether line marking is in the asphalt sub's scope or a separate marking sub's scope. If separate, specify the minimum curing time before marking (typically 30 days for new asphalt, or after the first rain cycle). Layout approval from the owner or architect is required before marking begins.
• Thermoplastic marking vs. paint: specify thermoplastic (hot-applied, higher durability) for permanent parking lots and roadways; traffic paint (water-based) for temporary or low-traffic applications. Retroreflective glass beads are required for all roadway line marking.
• Accessible stall markings: confirm ADA stall dimensions (8 ft minimum stall width, 5 ft minimum access aisle) and "International Symbol of Accessibility" (ISA) pavement marking requirements per ADA Standards Section 502.

Pre-Paving Coordination Checklist

• Underground utilities complete and backfill compacted
• Subgrade proof rolled — soft zones remediated
• Granular base installed and compacted — density tests passed
• Concrete curbs installed and cured to minimum 3 days before paving against them
• Catch basin and utility access covers set to finished grade
• Mix design (JMF) submitted and approved
• Weather forecast confirmed — no rain in 24 hours
• Line marking layout plan approved

Tip for Estimators: When reviewing an asphalt bid, verify that subgrade preparation, granular base supply and installation, proof rolling, tack coat, density testing, and line marking are included or explicitly listed as excludes. An asphalt bid that prices only "supply and install asphalt" without the base layers is not comparable to a complete price — and will generate significant add-ons when the GC discovers the gaps during construction.