Summary for Test 2024-11-04-113-8
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 | 11/04/2024 | Sample Unique Key | 113 |
|---|---|---|---|
| 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 | 11/14/2025 |
| Sample type | Informational | A brief description of the sample | High Sand – BMD TT4 – 0.75 SP High Sand Surface |
| 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 | Telephone number of sampler | ||
| Laboratory sample identification | 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 | 1 |
| Sublot number | 1 | HMA Mix Number | 02501 |
| Binder content (%) | 4.5 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 64-16 | Binder Supplier | Valero Benicia |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | N/A |
Test Details
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DIME Sample ID: 2024-11-04-113
DIME Test ID: 2024-11-04-113-8
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: 2026-06-04
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: James Brewster
Date of test: 12/10/2025
| 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 | |
| 94.9 mm | 95.0 mm | 95.0 mm | 94.9 mm | 94.9 mm | 95.0 mm | |
| 3890.3 g | 3885.9 g | 3855.4 g | 3866.6 g | 3895.4 g | 3890.1 g | |
| 2303.8 g | 2315.0 g | 2288.4 g | 2286.6 g | 2314.8 g | 2309.8 g | |
| 3924.3 g | 3921.6 g | 3897.9 g | 3900.0 g | 3927.5 g | 3919.0 g | |
| 2.590 | 2.590 | 2.590 | 2.590 | 2.590 | 2.590 | |
| 3982.2 g | 3967.6 g | 3945.5 g | ||||
| 95.2 mm | 95.3 mm | 95.5 mm | ||||
| 300 mmHg | 300 mmHg | 300 mmHg | ||||
| 12 inHg | 12 inHg | 12 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1620.5 cm^3 | 1606.6 cm^3 | 1609.5 cm^3 | 1613.4 cm^3 | 1612.7 cm^3 | 1609.2 cm^3 | |
2.401 | 2.419 | 2.395 | 2.397 | 2.415 | 2.417 | |
7.3 % | 6.6 % | 7.5 % | 7.5 % | 6.8 % | 6.7 % | |
118.3 cm^3 | 106.0 cm^3 | 120.7 cm^3 | 121.0 cm^3 | 109.7 cm^3 | 107.8 cm^3 | |
3973.1 g | 3960.1 g | 3939.9 g | ||||
3984.9 g | 3970.7 g | 3952.0 g | ||||
1678.4 cm^3 | 1652.6 cm^3 | 1657.1 cm^3 | ||||
91.9 cm^3 | 81.7 cm^3 | 90.1 cm^3 | ||||
78 % | 77 % | 75 % | ||||
22873 N | 23571 N | 18580 N | 25253 N | 29799 N | 26400 N | |
0 | 2 | 2 | 1 | 0 | 1 | |
1 | 2 | 1 | 2 | 2 | 2 | |
1 | 1 | 0 | 0 | 0 | 0 | |
1020 kPa | 1050 kPa | 826 kPa | 1129 kPa | 1333 kPa | 1179 kPa | |
140 psi | 176 psi | |||||
0.8 | ||||||
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Test was verified on 6/4/2026 ✔