Bitumen and aggregate estimation using CDOT specifications with high-altitude and cold-climate mix design defaults.
CDOT Standard Specifications for Road and Bridge Construction, Section 401 (Hot Mix Asphalt) and Superpave mix design.
High altitude (3,000–4,300m) and continental climate — requires soft bitumen grades (PG 58-28 to PG 64-28) to resist freeze-thaw and thermal cracking.
Asphalt in Colorado typically runs $150–$300/tonne depending on elevation and haul distance.
Enter dimensions to calculate
Typical values for common CDOT pavement mix designs.
| Mix Type | Bitumen Content (%) | Density (kg/m³) | Standard |
|---|---|---|---|
| SX (100) Superpave | 5.0–6.5 | 2280–2360 | CDOT Section 401 |
| SX (75) Superpave | 5.0–6.5 | 2280–2360 | CDOT medium traffic |
| GX (100) Base | 4.0–5.5 | 2300–2390 | CDOT base course |
| WMA (Warm Mix) | 5.0–6.5 | 2280–2360 | All regions |
CDOT projects use imperial units. This calculator accepts both imperial and metric inputs and converts internally for accurate short-ton results aligned with CDOT quantity measurement standards.
Convert thickness from inches to feet (÷ 12), then multiply all dimensions. Example: A 500 ft I-70 mountain corridor resurfacing section, 24 ft wide, with a 3-inch SX(100) Superpave surface: 500 × 24 × (3 ÷ 12) = 3,000 ft³.
Multiply volume by CDOT standard density (110 lb/ft³) and divide by 2,000. 3,000 × 110 ÷ 2,000 = 165 short tons. High-altitude projects should add 7–10% wastage for material handling losses, giving an order quantity of approximately 178 tons.
Apply the SX(100) binder content from the CDOT-approved JMF. At 5.5%: 165 × 0.055 = 9.1 tons bitumen (typically PG 58-28 for mountain locations) and 165 × 0.945 = 155.9 tons aggregate. Front Range urban projects use PG 64-28 binder at similar content ranges.
At elevations above 7,500 ft, CDOT requires softer bitumen grades (PG 58-28 minimum) and often specifies WMA (Warm Mix Asphalt) additives to extend the paving season and improve mix workability in cooler ambient temperatures. Mix density at high altitude is generally 2–3% lower than sea-level values due to aggregate porosity differences. Always confirm density with the project-specific CDOT mix design report.
From the I-70 mountain corridor to Front Range urban developments and ski resort access roads, accurate CDOT-compliant tonnage estimates are essential for Colorado project budgeting and compliance.
CDOT Region 1 (Denver/mountains) engineers and their consultants use SX(100) Superpave calculations to bid and manage resurfacing contracts on I-70, US-40, and CO-9. Mountain projects require higher wastage allowances due to complex geometry (curves, superelevation) and are often specified as WMA to allow placement in the narrow mountain paving window of June–September.
Related: Asphalt Tonnage Calculator
Commercial developers and municipality engineers in Denver, Aurora, and Colorado Springs estimate SX(75) and SX(100) quantities for new road construction, subdivision paving, and parking lot projects. Front Range projects benefit from lower haul costs and a longer paving season (April–October) compared to mountain locations, making budget estimates more predictable.
Related: Asphalt Cost Calculator
Garfield, Eagle, Summit, and Pitkin county road departments calculate asphalt quantities for resort access road maintenance and mountain subdivision paving. High aggregate haul costs and limited plant access mean accurate tonnage estimation is critical to avoid costly over-ordering. WMA mixes are common at these elevations to allow paving at lower ambient temperatures.
Related: Asphalt Repair Calculator
Input length, width, and compacted asphalt thickness in inches or mm. Colorado's high-altitude and freeze-thaw climate often requires thicker pavement sections — CDOT typically specifies 3–4 inches of surface mix on mountain highways, and thinner 2-inch lifts on urban roads.
Choose the appropriate Colorado DOT Superpave mix grade. High-altitude areas above 8,000 ft require softer PG binder grades (PG 58-28 or PG 58-34) for low-temperature flexibility. Lower elevation Front Range highways use PG 64-28. Adjust bitumen content to 5.0–6.5% per your project mix design.
Enter the current Colorado asphalt price per ton (typically $100–$190/ton). Click Calculate for total tonnage, bitumen and aggregate quantities, and estimated project cost. Mountain projects may carry a 15–20% premium over Front Range pricing due to haul distance.
Colorado's high elevations (Denver sits at 5,280 ft; mountain passes exceed 11,000 ft) create extreme temperature swings — summer highs of 95°F followed by winter lows of -20°F. This wide temperature range requires softer binder grades to prevent low-temperature thermal cracking while still resisting summer rutting. CDOT mandates PG 58-28 at elevations above 7,500 ft and PG 64-22 or PG 64-28 on the Front Range.
Colorado's paving season typically runs from mid-April through October at lower elevations (Denver, Colorado Springs). Mountain communities may have a much shorter window — June through September in many cases. Cold-weather paving is possible down to about 40°F ambient with proper mix temperature management, but CDOT generally restricts new pavement placement below 50°F for surface courses.
Colorado asphalt prices range from approximately $100–$190 per ton for standard Superpave mixes. Denver metro and Front Range projects are in the $100–$150/ton range, while mountain resort areas like Aspen, Vail, and Telluride can run $150–$250/ton due to limited plant access and haul distance. Residential driveways typically cost $3–$6 per square foot installed.
Both are CDOT Superpave surface mixes with a 12.5 mm nominal maximum aggregate size (the "SX" designation), but the number refers to the number of gyrations used in the Superpave Gyratory Compactor during mix design — a proxy for design traffic loading. SX(100) is compacted at 100 gyrations and is designed for high-traffic roads (typically > 3 million ESALs) such as primary state highways and urban arterials. SX(75) uses 75 gyrations and is designed for medium-traffic applications (0.3–3 million ESALs) such as secondary roads, collector streets, and low-volume highways. SX(100) mixes are typically denser and more resistant to rutting. Both use the same binder grade selection based on location and climate zone — PG 58-28 in the mountains and PG 64-28 on the Front Range.
A typical Colorado residential driveway (50 ft × 12 ft = 600 sq ft) with a 3-inch SX(75) surface course: 600 × (3/12) × 110 ÷ 2,000 = 8.25 short tons. Allow 7% waste = order approximately 8.8 tons. Denver metro driveways often also have a 4-inch GX(100) base layer, adding another 11 tons. Mountain driveways in areas with severe freeze-thaw may need 4-inch surface plus 6-inch base for adequate frost protection — use the Tonnage Calculator to estimate each layer separately.
Warm Mix Asphalt (WMA) uses chemical additives, foaming techniques, or organic waxes to reduce the mixing and compaction temperature by 50–90°F compared to conventional HMA. CDOT promotes WMA for three key reasons in Colorado: (1) Extended season — WMA can be placed at lower ambient temperatures, crucial for mountain communities with a 3–4 month paving window; (2) High-altitude workability — cooler temperatures at elevation reduce the mixing temperature window, and WMA additives help maintain mix workability during long hauls to remote job sites; (3) Energy savings and emissions — reduced plant temperatures cut fuel use and fume emissions. WMA is now standard practice on most CDOT projects and carries no significant cost premium over HMA.
Elevation itself does not directly change asphalt mix density, but Colorado's mountain aggregate sources (granite, rhyolite, and volcanic rock from Rocky Mountain quarries) tend to produce mixes with slightly lower density (2,260–2,340 kg/m³) compared to limestone-based mixes common in flatter states. CDOT's standard estimation density of 110 lb/ft³ (≈ 1,762 kg/m³) is a conservative approximation for quick estimates, but actual compacted density from the project JMF is typically 2,280–2,360 kg/m³ for SX mixes. For high-stakes budget estimates or final quantity calculations, always use the lab-verified density from your CDOT-approved mix design rather than the default value in this calculator.