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This practice details the precise tooling and machinery required for fabricating beam specimens using the California Kneading Compactor. The mechanical compactor itself must conform to Practice D 1561, but this practice specifies specific adaptations for beam fabrication, including a ram with a 2.0 by 3.0 in. (50.8 by 76.2 mm) foot. An extraction assembly is essential for removing the finished specimen without damage, demanding a compression testing machine with a minimum capacity of 50,000 lbf (222 kN).
| 🛠️ Component | 📏 Specification (Imperial) | 📐 Specification (Metric) |
|---|---|---|
| Compactor Foot (Ram Face) | 2.0 x 3.0 in. | 50.8 x 76.2 mm |
| Round-Nose Steel Rod (Diameter) | 3/8 in. | 9.5 mm |
| Round-Nose Steel Rod (Length) | 16 in. | 406.4 mm |
| Heavy Paper Sheets | 3.25 x 15 in. | 82.6 x 381 mm |
The standard dictates that the finished beam test specimens must have a rectangular cross-section of 3.25 in. (82.6 mm) in width and 3.50 in. (88.9 mm) in depth, with a length of 15 in. (381 mm). A total mass of approximately 6800 g of the bituminous mixture is required per specimen. The mixture must be prepared in accordance with Sections 5.1 and 5.2 of Practice D 1561. A sliding base assembly attached to the compactor with a hand wheel allows for precise lateral movement of the mold during the kneading compaction process to ensure uniform density.
| 📏 Beam Attribute | 🎯 Required Dimension |
|---|---|
| Width | 3.25 in. (82.6 mm) |
| Depth | 3.50 in. (88.9 mm) |
| Length | 15 in. (381 mm) |
| Mold Internal Height | 4.5 in. (114.3 mm) |
This standard practice provides a uniform method for the laboratory compaction of bituminous mixture beam specimens using a kneading action. It is specifically intended for practitioners and researchers who require beam-form specimens for subsequent testing and evaluation. The kneading action imparted by the mechanical ram simulates the densification achieved by pneumatic-tired rolling equipment in the field. The required auxiliary apparatus includes a balance with a capacity of 5 kg and sensitivity to 1.0 g, thermometers, spatulas, and a mechanical mixer for consistent blending of the 6800 g batch.
The finished beam specimen must have a compacted depth of 3.50 in. (88.9 mm), measured perpendicular to the width of the mold.
The compression testing machine utilized for the beam extraction procedure must have a minimum capacity of 50,000 lbf (222 kN) to safely eject the compacted specimen from the mold.
The mechanical compactor must comply with the specifications found in ASTM Practice D 1561, which governs the preparation of bituminous mixture test specimens using the California kneading compactor.
Approximately 6800 grams of the bituminous mixture is required to produce a single beam specimen according to the parameters of this practice.