Summary for Test 2024-11-07-83-7
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 66665 DEA: BMD EFIS: BMD |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Balanced Mix Design (BMD) data for hot mix asphalt. UCPRC is collecting BMD data from the test track built for accelerated pavement testing |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 11/07/2024 | Sample Unique Key | 83 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 11/08/2024 |
| Sample type | Informational | A brief description of the sample | BMD TT2- 0.75 SP +1.25% AC Surface 25% RAP 58-22 |
| The quantity of what the sample constitutes | 48 Boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | James | Last name of sampler or witnessed by | Brewster |
| Title of sampler | MREA | Telephone number of sampler | 9169064487 |
| Laboratory sample identification | 025-003 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | George Reed - Clements Plant | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 0 |
| Sublot number | 0 | HMA Mix Number | 025003 |
| Binder content (%) | 5.8 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 58-22 | Binder Supplier | Valero Benicia |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | No |
Test Details
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DIME Sample ID: 2024-11-07-83
DIME Test ID: 2024-11-07-83-7
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Test Release Date: 2026-06-16
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: James Brewster
Date of test: 02/12/2026
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Untreated | ||||||
| 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | |
| 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | |
| 3804.3 g | 3805.1 g | 3795.6 g | 3807.1 g | 3801.5 g | 3796.7 g | |
| 2220.1 g | 2226.2 g | 2212.0 g | 2228.8 g | 2212.2 g | 2212.8 g | |
| 3828.0 g | 3823.1 g | 3817.1 g | 3828.4 g | 3818.1 g | 3817.7 g | |
| 2.557 | 2.557 | 2.557 | 2.557 | 2.557 | 2.557 | |
| 3891.0 g | 3883.0 g | 3882.2 g | ||||
| 95.0 mm | 95.0 mm | 95.0 mm | ||||
| 300 mmHg | 300 mmHg | 300 mmHg | ||||
| 12 inHg | 12 inHg | 12 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1607.9 cm^3 | 1596.9 cm^3 | 1605.1 cm^3 | 1599.6 cm^3 | 1605.9 cm^3 | 1604.9 cm^3 | |
2.366 | 2.383 | 2.365 | 2.380 | 2.367 | 2.366 | |
7.5 % | 6.8 % | 7.5 % | 6.9 % | 7.4 % | 7.5 % | |
120.6 cm^3 | 108.6 cm^3 | 120.4 cm^3 | 110.4 cm^3 | 118.8 cm^3 | 120.4 cm^3 | |
3888.7 g | 3881.1 g | 3879.9 g | ||||
3900.8 g | 3892.0 g | 3891.9 g | ||||
3891.0 cm^3 | 3883.0 cm^3 | 3882.2 cm^3 | ||||
86.7 cm^3 | 77.9 cm^3 | 86.6 cm^3 | ||||
72 % | 72 % | 72 % | ||||
17797 N | 19960 N | 19478 N | 20112 N | 18030 N | 17941 N | |
2 | 2 | 1 | 0 | 1 | 1 | |
1 | 2 | 1 | 1 | 1 | 1 | |
1 | 0 | 0 | 0 | 2 | 2 | |
795 kPa | 892 kPa | 870 kPa | 899 kPa | 805 kPa | 802 kPa | |
124 psi | 121 psi | |||||
1.02 | ||||||
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Test was verified on 6/16/2026 ✔