Summary for Test 2024-11-05-91-9
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 | 11/05/2024 | Sample Unique Key | 91 |
|---|---|---|---|
| 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 TT3- 0.75 SP +2.5% Rej. 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 (WITNESS) |
| Title of sampler | MREA | Telephone number of sampler | 9169064487 |
| Laboratory sample identification | 025-002 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | George Reed Clements | 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 | TT4 |
| Binder content (%) | 4.6 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 58-22 | Binder Supplier | Valero Benicia |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | N/A |
Test Details
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DIME Sample ID: 2024-11-05-91
DIME Test ID: 2024-11-05-91-9
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: 04/23/2026
| 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 | 94.9 mm | 95.0 mm | 95.0 mm | |
| 3929.6 g | 3927.4 g | 3925.1 g | 3930.9 g | 3928.7 g | 3927.5 g | |
| 2326.8 g | 2319.4 g | 2335.9 g | 2336.4 g | 2325.2 g | 2328.9 g | |
| 3945.4 g | 3946.1 g | 3946.9 g | 3950.0 g | 3944.6 g | 3954.5 g | |
| 2.606 | 2.606 | 2.606 | 2.606 | 2.606 | 2.606 | |
| 4012.7 g | 4014.2 g | 4007.3 g | ||||
| 94.8 mm | 94.9 mm | 94.8 mm | ||||
| 330 mmHg | 330 mmHg | 330 mmHg | ||||
| 13 inHg | 13 inHg | 13 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1618.6 cm^3 | 1626.7 cm^3 | 1611.0 cm^3 | 1613.6 cm^3 | 1619.4 cm^3 | 1625.6 cm^3 | |
2.428 | 2.414 | 2.436 | 2.436 | 2.426 | 2.416 | |
6.8 % | 7.4 % | 6.5 % | 6.5 % | 6.9 % | 7.3 % | |
110.1 cm^3 | 120.4 cm^3 | 104.7 cm^3 | 104.9 cm^3 | 111.7 cm^3 | 118.7 cm^3 | |
4006.7 g | 4011.7 g | 3998.4 g | ||||
4017.7 g | 4023.7 g | 4008.9 g | ||||
4012.7 cm^3 | 4014.2 cm^3 | 4007.3 cm^3 | ||||
83.1 cm^3 | 86.8 cm^3 | 82.2 cm^3 | ||||
75 % | 72 % | 79 % | ||||
22517 N | 23971 N | 26182 N | 29251 N | 25066 N | 20528 N | |
1 | 2 | 1 | 1 | 1 | 2 | |
2 | 1 | 1 | 1 | 1 | 1 | |
1 | 0 | 0 | 0 | 0 | 1 | |
1008 kPa | 1072 kPa | 1172 kPa | 1308 kPa | 1120 kPa | 917 kPa | |
157 psi | 162 psi | |||||
0.97 | ||||||
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Test was verified on 6/16/2026 ✔