Bedrock 3D
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3DPIceland Labs
Generated with 3DPIceland Engineering Platform v70.0.4 DIRECT-IMPACT-METHODOLOGY - Izod and Charpy Methodology
2026-10-04 18:10:30
Manufacturer overview and public global position
| Materials | Product lines | Types | With results | Complete | Average overall | Global rank | Portfolio leader | Strongest axis | With MSRP | With video |
|---|---|---|---|---|---|---|---|---|---|---|
| 13 | 1 | 6 | 9 | 8 | 45,1/100 | 3 of 11 | Bedrock 3D Standard Black PA6 HighTemp CF Black | stiffness | 13 | 0 |
Category position by base material
| Base material | Public manufacturer position | Average overall | Scored products |
|---|---|---|---|
| ABS | 1 of 4 | 46/100 | 1 |
| PA6 | 4 of 4 | 46/100 | 2 |
| PC/ABS | n/a | n/a | 0 |
| PET | 3 of 3 | 40/100 | 2 |
| PLA | 3 of 6 | 47,7/100 | 3 |
| TPU | n/a | n/a | 0 |
Overall leaders
Consistency leaders
Product-level engineering context
| MaterialID | Material | Product line | Type | Reinforcement | Rigid coverage | Engineering axes | Overall | Tensile | Impact | Izod | Charpy | Stiffness | Consistency | Layer adhesion | Strongest axis | MSRP USD/kg | Product | Video |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| MAT0246 | Bedrock 3D Standard Black ABS Plus Black | Standard | ABS | Complete; 5/5 score families; Izod/Charpy 2/2 measured, 2/2 scored; Overall eligible; policy engineering-score-v70-1 | 7/8 | 46/100 | 14/100 | — | 82/100 | 100/100 | 36/100 | 81/100 | 10/100 | Charpy impact resistance | $31.81 | Product page | n/a | |
| MAT0248 | Bedrock 3D Standard Black PA6 HighTemp CF Black | Standard | PA6 | CF | Complete; 5/5 score families; Izod/Charpy 2/2 measured, 2/2 scored; Overall eligible; policy engineering-score-v70-1 | 7/8 | 51/100 | 48/100 | — | 12/100 | 11/100 | 100/100 | 85/100 | 11/100 | stiffness | $109.49 | Product page | n/a |
| MAT0247 | Bedrock 3D Standard Natural PA6 Natural | Standard | PA6 | Complete; 5/5 score families; Izod/Charpy 2/2 measured, 2/2 scored; Overall eligible; policy engineering-score-v70-1 | 7/8 | 41/100 | 48/100 | — | 2/100 | 2/100 | 66/100 | 62/100 | 28/100 | stiffness | $72.96 | Product page | n/a | |
| MAT0245 | Bedrock 3D Standard Black PC/ABS FR Black | Standard | PC/ABS | Partial; 4/5 score families; Izod/Charpy 0/2 measured, 0/2 scored; Overall unavailable: missing measurements or references; policy engineering-score-v70-1 | 5/8 | — | 30/100 | — | — | — | 77/100 | 68/100 | 4/100 | stiffness | $72.96 | Product page | n/a | |
| MAT0251 | Bedrock 3D Standard Black PET CF Black | Standard | PET | CF | Complete; 5/5 score families; Izod/Charpy 2/2 measured, 2/2 scored; Overall eligible; policy engineering-score-v70-1 | 7/8 | 43/100 | 24/100 | — | 10/100 | 11/100 | 100/100 | 72/100 | 7/100 | stiffness | $97.31 | Product page | n/a |
| MAT0252 | Bedrock 3D Standard Natural PET Natural | Standard | PET | Complete; 5/5 score families; Izod/Charpy 2/2 measured, 2/2 scored; Overall eligible; policy engineering-score-v70-1 | 7/8 | 37/100 | 20/100 | — | 2/100 | 1/100 | 86/100 | 73/100 | 4/100 | stiffness | $30.49 | Product page | n/a | |
| MAT0249 | Bedrock 3D Standard Black PLA Black | Standard | PLA | Complete; 5/5 score families; Izod/Charpy 2/2 measured, 2/2 scored; Overall eligible; policy engineering-score-v70-1 | 7/8 | 50/100 | 38/100 | — | 11/100 | 32/100 | 100/100 | 71/100 | 21/100 | stiffness | $22.96 | Product page | n/a | |
| MAT0244 | Bedrock 3D Standard Natural PLA Tough Natual | Standard | PLA | Complete; 5/5 score families; Izod/Charpy 2/2 measured, 2/2 scored; Overall eligible; policy engineering-score-v70-1 | 7/8 | 50/100 | 33/100 | — | 8/100 | 30/100 | 88/100 | 68/100 | 40/100 | stiffness | $35.83 | Product page | n/a | |
| MAT0250 | Bedrock 3D Standard White PLA Pro White | Standard | PLA | Complete; 5/5 score families; Izod/Charpy 2/2 measured, 2/2 scored; Overall eligible; policy engineering-score-v70-1 | 7/8 | 43/100 | 28/100 | — | 5/100 | 3/100 | 76/100 | 84/100 | 21/100 | consistency | $48.55 | Product page | n/a | |
| MAT0253 | Bedrock 3D Standard Black TPU 64D Black | Standard | TPU | No native results; 0/5 score families; Izod/Charpy 0/2 measured, 0/2 scored; Overall unavailable: missing measurements or references; policy engineering-score-v70-1 | 0/8 | — | — | — | — | — | — | — | — | mechanical profile | $42.39 | Product page | n/a | |
| MAT0256 | Bedrock 3D Standard Black TPU Foaming Black | Standard | TPU | No native results; 0/5 score families; Izod/Charpy 0/2 measured, 0/2 scored; Overall unavailable: missing measurements or references; policy engineering-score-v70-1 | 0/8 | — | — | — | — | — | — | — | — | mechanical profile | $94.20 | Product page | n/a | |
| MAT0255 | Bedrock 3D Standard Natural TPU 85A Natural | Standard | TPU | No native results; 0/5 score families; Izod/Charpy 0/2 measured, 0/2 scored; Overall unavailable: missing measurements or references; policy engineering-score-v70-1 | 0/8 | — | — | — | — | — | — | — | — | mechanical profile | $48.85 | Product page | n/a | |
| MAT0254 | Bedrock 3D Standard White TPU 95A White | Standard | TPU | No native results; 0/5 score families; Izod/Charpy 0/2 measured, 0/2 scored; Overall unavailable: missing measurements or references; policy engineering-score-v70-1 | 0/8 | — | — | — | — | — | — | — | — | mechanical profile | $48.85 | Product page | n/a |
Testing methodology · Engineering methodology whitepaper · Download PDF
Bedrock 3D Standard Black ABS Plus Black
Izod and Charpy Impact Strength
Izod Impact Strength · 2026-09-29
Instrument readings in kJ/m²
Mean 65.708 kJ/m²; Std. Dev 9.686 kJ/m²; CV 14.741%; Samples 9; Confidence 9
No break 0; invalid 0; excluded 0.
Comparative measurements; standard conformity unverified.
Charpy Impact Strength · 2026-09-29
Instrument readings in kJ/m²
Mean 123.714 kJ/m²; Std. Dev 9.88 kJ/m²; CV 7.986%; Samples 10; Confidence 10
No break 0; invalid 0; excluded 0.
Comparative measurements; standard conformity unverified.
Bedrock 3D Standard Black PA6 HighTemp CF Black
Izod and Charpy Impact Strength
Charpy Impact Strength · 2026-09-29
Instrument readings in kJ/m²
Mean 8.43 kJ/m²; Std. Dev 0.595 kJ/m²; CV 7.053%; Samples 10; Confidence 10
No break 0; invalid 0; excluded 0.
Comparative measurements; standard conformity unverified.
Izod Impact Strength · 2026-09-29
Instrument readings in kJ/m²
Mean 9.935 kJ/m²; Std. Dev 0.655 kJ/m²; CV 6.594%; Samples 10; Confidence 10
No break 0; invalid 0; excluded 0.
Comparative measurements; standard conformity unverified.
Bedrock 3D Standard Natural PA6 Natural
Izod and Charpy Impact Strength
Charpy Impact Strength · 2026-09-29
Instrument readings in kJ/m²
Mean 1.667 kJ/m²; Std. Dev 0.676 kJ/m²; CV 40.568%; Samples 10; Confidence 10
No break 0; invalid 0; excluded 0.
Comparative measurements; standard conformity unverified.
Izod Impact Strength · 2026-09-29
Instrument readings in kJ/m²
Mean 1.965 kJ/m²; Std. Dev 0.697 kJ/m²; CV 35.483%; Samples 9; Confidence 9
No break 0; invalid 0; excluded 0.
Comparative measurements; standard conformity unverified.
Bedrock 3D Standard Black PET CF Black
Izod and Charpy Impact Strength
Charpy Impact Strength · 2026-09-28
Instrument readings in kJ/m²
Mean 8.932 kJ/m²; Std. Dev 1.51 kJ/m²; CV 16.904%; Samples 9; Confidence 9
No break 0; invalid 0; excluded 0.
Comparative measurements; standard conformity unverified.
Izod Impact Strength · 2026-09-29
Instrument readings in kJ/m²
Mean 7.8 kJ/m²; Std. Dev 1.24 kJ/m²; CV 15.892%; Samples 10; Confidence 10
No break 0; invalid 0; excluded 0.
Comparative measurements; standard conformity unverified.
Bedrock 3D Standard Natural PET Natural
Izod and Charpy Impact Strength
Izod Impact Strength · 2026-09-29
Instrument readings in kJ/m²
Mean 1.648 kJ/m²; Std. Dev 0.132 kJ/m²; CV 7.992%; Samples 10; Confidence 10
No break 0; invalid 0; excluded 0.
Comparative measurements; standard conformity unverified.
Charpy Impact Strength · 2026-09-29
Instrument readings in kJ/m²
Mean 0.841 kJ/m²; Std. Dev 0.28 kJ/m²; CV 33.34%; Samples 10; Confidence 10
No break 0; invalid 0; excluded 0.
Comparative measurements; standard conformity unverified.
Bedrock 3D Standard Black PLA Black
Izod and Charpy Impact Strength
Izod Impact Strength · 2026-09-29
Instrument readings in kJ/m²
Mean 8.999 kJ/m²; Std. Dev 3.793 kJ/m²; CV 42.147%; Samples 10; Confidence 10
No break 0; invalid 0; excluded 0.
Comparative measurements; standard conformity unverified.
Charpy Impact Strength · 2026-09-29
Instrument readings in kJ/m²
Mean 25.357 kJ/m²; Std. Dev 4.877 kJ/m²; CV 19.234%; Samples 9; Confidence 9
No break 0; invalid 0; excluded 0.
Comparative measurements; standard conformity unverified.
Bedrock 3D Standard Natural PLA Tough Natual
Izod and Charpy Impact Strength
Izod Impact Strength · 2026-09-21
Instrument readings in kJ/m²
Mean 6.434 kJ/m²; Std. Dev 1.01 kJ/m²; CV 15.698%; Samples 10; Confidence 10
No break 0; invalid 0; excluded 0.
Comparative measurements; standard conformity unverified.
Charpy Impact Strength · 2026-09-21
Instrument readings in kJ/m²
Mean 24.329 kJ/m²; Std. Dev 16.382 kJ/m²; CV 67.333%; Samples 10; Confidence 10
No break 0; invalid 0; excluded 0.
Comparative measurements; standard conformity unverified.
Bedrock 3D Standard White PLA Pro White
Izod and Charpy Impact Strength
Izod Impact Strength · 2026-09-29
Instrument readings in kJ/m²
Mean 3.934 kJ/m²; Std. Dev 0.268 kJ/m²; CV 6.802%; Samples 9; Confidence 9
No break 0; invalid 0; excluded 0.
Comparative measurements; standard conformity unverified.
Charpy Impact Strength · 2026-09-29
Instrument readings in kJ/m²
Mean 2.6 kJ/m²; Std. Dev 0.123 kJ/m²; CV 4.741%; Samples 10; Confidence 10
No break 0; invalid 0; excluded 0.
Comparative measurements; standard conformity unverified.
Bedrock 3D Standard Black TPU 64D Black
Flexible Material Testing
Comparative in-house measurements; n = independent specimens. Separate test groups; Overall unchanged.
| Method | Result | Condition | Mean | n | SD | CV % | Range | Not reached |
|---|---|---|---|---|---|---|---|---|
| eaacea91 | Apparent Compressive Stress at 20% Strain (MPa) | 10 s hold · 2 mm displacement · cycle 1 | 6.885 | 9 | 0.133 | 1.934 | 6.728–7.074 | 0 |
| eaacea91 | Apparent Compressive Stress at 20% Strain (MPa) | 30 s hold · 2 mm displacement · cycle 1 | 6.352 | 9 | 0.128 | 2.016 | 6.193–6.571 | 0 |
| eaacea91 | Compression Force at 20% Strain (N) | 10 s hold · 2 mm displacement · cycle 1 | 438 | 9 | 8.471 | 1.934 | 428–450 | 0 |
| eaacea91 | Compression Force at 20% Strain (N) | 30 s hold · 2 mm displacement · cycle 1 | 404.111 | 9 | 8.146 | 2.016 | 394–418 | 0 |
| eaacea91 | Force reduction from 10 s to 30 s at 20% Strain (%) | first compression only · 2 mm displacement | 7.738 | 9 | 0.443 | 5.731 | 7.111–8.372 | 0 |
| eaacea91 | Force retention at 20% Strain (%) | 10–30 s · 2 mm displacement · cycle 1 | 92.262 | 9 | 0.443 | 0.481 | 91.628–92.889 | 0 |
| eaacea91 | Residual height loss after recovery (%) | 20% compression · 30 s compressed hold · 60 s rest · 10 mm initial height · cycle 1 | 1.956 | 9 | 0.124 | 6.321 | 1.8–2.2 | 0 |
| ed381ba8 | Shore A Hardness (Shore A) | 10 s reading · 8 mm | 91.9 | 1 | — | — | 91.9–91.9 | 0 |
Shore location statistics
Within each specimen; specimen numbers are local to each test group. SD uses the sample formula. These readings do not increase independent n.
| Method | Scale | Condition | Specimen | Readings | Mean | Location SD | Location CV % |
|---|---|---|---|---|---|---|---|
| ed381ba8 | Shore A Hardness | 10 s reading · 8 mm | 1 | 5 | 91.9 | 4.561 | 4.963 |
Bedrock 3D Standard Black TPU Foaming Black
Flexible Material Testing
Comparative in-house measurements; n = independent specimens. Separate test groups; Overall unchanged.
| Method | Result | Condition | Mean | n | SD | CV % | Range | Not reached |
|---|---|---|---|---|---|---|---|---|
| eaacea91 | Apparent Compressive Stress at 20% Strain (MPa) | 10 s hold · 2 mm displacement · cycle 1 | 0.357 | 10 | 0.011 | 2.973 | 0.346–0.377 | 0 |
| eaacea91 | Apparent Compressive Stress at 20% Strain (MPa) | 30 s hold · 2 mm displacement · cycle 1 | 0.329 | 10 | 0.012 | 3.53 | 0.314–0.346 | 0 |
| eaacea91 | Compression Force at 20% Strain (N) | 10 s hold · 2 mm displacement · cycle 1 | 22.7 | 10 | 0.675 | 2.973 | 22–24 | 0 |
| eaacea91 | Compression Force at 20% Strain (N) | 30 s hold · 2 mm displacement · cycle 1 | 20.9 | 10 | 0.738 | 3.53 | 20–22 | 0 |
| eaacea91 | Force reduction from 10 s to 30 s at 20% Strain (%) | first compression only · 2 mm displacement | 7.928 | 10 | 1.851 | 23.348 | 4.348–9.091 | 0 |
| eaacea91 | Force retention at 20% Strain (%) | 10–30 s · 2 mm displacement · cycle 1 | 92.072 | 10 | 1.851 | 2.01 | 90.909–95.652 | 0 |
| eaacea91 | Residual height loss after recovery (%) | 20% compression · 30 s compressed hold · 60 s rest · 10 mm initial height · cycle 1 | 2.96 | 10 | 0.615 | 20.777 | 2.2–4.1 | 0 |
| ed381ba8 | Shore A Hardness (Shore A) | 10 s reading · 8 mm | 54 | 1 | — | — | 54–54 | 0 |
Shore location statistics
Within each specimen; specimen numbers are local to each test group. SD uses the sample formula. These readings do not increase independent n.
| Method | Scale | Condition | Specimen | Readings | Mean | Location SD | Location CV % |
|---|---|---|---|---|---|---|---|
| ed381ba8 | Shore A Hardness | 10 s reading · 8 mm | 1 | 5 | 54 | 1.225 | 2.268 |
Bedrock 3D Standard Natural TPU 85A Natural
Flexible Material Testing
Comparative in-house measurements; n = independent specimens. Separate test groups; Overall unchanged.
| Method | Result | Condition | Mean | n | SD | CV % | Range | Not reached |
|---|---|---|---|---|---|---|---|---|
| eaacea91 | Apparent Compressive Stress at 20% Strain (MPa) | 10 s hold · 2 mm displacement · cycle 1 | 2.977 | 10 | 0.072 | 2.416 | 2.861–3.097 | 0 |
| eaacea91 | Apparent Compressive Stress at 20% Strain (MPa) | 30 s hold · 2 mm displacement · cycle 1 | 2.848 | 10 | 0.067 | 2.353 | 2.735–2.955 | 0 |
| eaacea91 | Compression Force at 20% Strain (N) | 10 s hold · 2 mm displacement · cycle 1 | 189.4 | 10 | 4.575 | 2.416 | 182–197 | 0 |
| eaacea91 | Compression Force at 20% Strain (N) | 30 s hold · 2 mm displacement · cycle 1 | 181.2 | 10 | 4.264 | 2.353 | 174–188 | 0 |
| eaacea91 | Force reduction from 10 s to 30 s at 20% Strain (%) | first compression only · 2 mm displacement | 4.328 | 10 | 0.38 | 8.778 | 3.684–4.813 | 0 |
| eaacea91 | Force retention at 20% Strain (%) | 10–30 s · 2 mm displacement · cycle 1 | 95.672 | 10 | 0.38 | 0.397 | 95.187–96.316 | 0 |
| eaacea91 | Residual height loss after recovery (%) | 20% compression · 30 s compressed hold · 60 s rest · 10 mm initial height · cycle 1 | 1.2 | 10 | 0.2 | 16.667 | 0.9–1.6 | 0 |
| ed381ba8 | Shore A Hardness (Shore A) | 10 s reading · 8 mm | 84.8 | 1 | — | — | 84.8–84.8 | 0 |
Shore location statistics
Within each specimen; specimen numbers are local to each test group. SD uses the sample formula. These readings do not increase independent n.
| Method | Scale | Condition | Specimen | Readings | Mean | Location SD | Location CV % |
|---|---|---|---|---|---|---|---|
| ed381ba8 | Shore A Hardness | 10 s reading · 8 mm | 1 | 5 | 84.8 | 1.304 | 1.538 |
Bedrock 3D Standard White TPU 95A White
Flexible Material Testing
Comparative in-house measurements; n = independent specimens. Separate test groups; Overall unchanged.
| Method | Result | Condition | Mean | n | SD | CV % | Range | Not reached |
|---|---|---|---|---|---|---|---|---|
| eaacea91 | Apparent Compressive Stress at 20% Strain (MPa) | 10 s hold · 2 mm displacement · cycle 1 | 3.067 | 10 | 0.083 | 2.706 | 2.892–3.16 | 0 |
| eaacea91 | Apparent Compressive Stress at 20% Strain (MPa) | 30 s hold · 2 mm displacement · cycle 1 | 2.93 | 10 | 0.075 | 2.569 | 2.767–3.018 | 0 |
| eaacea91 | Compression Force at 20% Strain (N) | 10 s hold · 2 mm displacement · cycle 1 | 195.1 | 10 | 5.28 | 2.706 | 184–201 | 0 |
| eaacea91 | Compression Force at 20% Strain (N) | 30 s hold · 2 mm displacement · cycle 1 | 186.4 | 10 | 4.789 | 2.569 | 176–192 | 0 |
| eaacea91 | Force reduction from 10 s to 30 s at 20% Strain (%) | first compression only · 2 mm displacement | 4.452 | 10 | 0.91 | 20.429 | 2.105–5.208 | 0 |
| eaacea91 | Force retention at 20% Strain (%) | 10–30 s · 2 mm displacement · cycle 1 | 95.548 | 10 | 0.91 | 0.952 | 94.792–97.895 | 0 |
| eaacea91 | Residual height loss after recovery (%) | 20% compression · 30 s compressed hold · 60 s rest · 10 mm initial height · cycle 1 | 1.09 | 10 | 0.208 | 19.073 | 0.8–1.4 | 0 |
| ed381ba8 | Shore A Hardness (Shore A) | 10 s reading · 8 mm | 86.5 | 1 | — | — | 86.5–86.5 | 0 |
Shore location statistics
Within each specimen; specimen numbers are local to each test group. SD uses the sample formula. These readings do not increase independent n.
| Method | Scale | Condition | Specimen | Readings | Mean | Location SD | Location CV % |
|---|---|---|---|---|---|---|---|
| ed381ba8 | Shore A Hardness | 10 s reading · 8 mm | 1 | 5 | 86.5 | 1.732 | 2.002 |
Score policy engineering-score-v70-1: Overall requires tensile, stiffness, consistency, layer adhesion and the Izod/Charpy impact family, each with equal weight. Both impact methods and configured versioned references are required. Missing results and unconfigured scores remain n/a. Legacy Impact is historical only; thermal remains separate. Engineering-axis counts describe displayed evidence, not Overall completeness.