Guideline Mix Design

Batch weight calculations, JMF tables, and design parameter management per AASHTO T 245 / ECP 104

📋 Mix Class

A

Wearing Course - Heavy

B

Binder Course - Medium

C

Base Course - Light

D

Surface Course - Standard

⚙️ Design Parameters

Range: 4.0% – 6.0%

Batch Size

500 kg 750 kg 1000 kg 1500 kg 2000 kg 2500 kg 3000 kg

NMAS

12.5 mm

Design Code ECP 104 / Egyptian Code Saudi MOC / MOMRA AASHTO T 245 Asphalt Institute MS-2 Project JMF Approved

Compaction 75 blows - Heavy traffic 50 blows - Medium traffic 35 blows - Light traffic Project approved

Application Road paving / Highway works Airport pavement Industrial yards Urban streets Project special mix

Bitumen Content % 4.0% 4.1% 4.2% 4.3% 4.4% 4.5% 4.6% 4.7% 4.8% 4.9% 5.0% 5.1% 5.2% 5.3% 5.4% 5.5% 5.6% 5.7% 5.8% 5.9% 6.0%

Min: 4.0%

Max: 6.0%

📋 Aggregate Batch Weights

Material	Size / Note	% in Mix	Weight (kg)
Total Aggregates	—	100%	0 kg
Bitumen (60/70)	Pen 60/70	5.2%	0 kg
TOTAL BATCH	—	100%	0 kg

📐 Sieve Analysis — Combined Gradation

Sieve (mm)
Upper Limit
Combined
Lower Limit

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🤖 Asphalt Mix Design Assistant

Analyzing

Technical review per AASHTO M 323 / ECP 104 — validates gradation, bitumen content, volumetric parameters, and design compliance