Summary for Test 2024-11-06-103-7
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 | 11/06/2024 | Sample Unique Key | 103 |
|---|---|---|---|
| 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 TT1- 0.75 SP 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 | 025-004 | 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 | 025004 |
| Binder content (%) | 4.5 | 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: 2024-11-06-103
DIME Test ID: 2024-11-06-103-7
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: 2026-06-04
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: James Brewster
Date of test: 05/01/2026
| 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 | |
| 94.9 mm | 95.0 mm | 95.0 mm | 94.9 mm | 94.9 mm | 94.9 mm | |
| 3903.1 g | 3903.1 g | 3903.5 g | 3901.0 g | 3906.3 g | 3904.9 g | |
| 2314.5 g | 2322.4 g | 2310.6 g | 2306.8 g | 2315.1 g | 2320.1 g | |
| 3926.7 g | 3928.4 g | 3929.5 g | 3922.9 g | 3926.7 g | 3929.4 g | |
| 2.603 | 2.603 | 2.603 | 2.603 | 2.603 | 2.603 | |
| 3986.2 g | 3982.8 g | 3991.2 g | ||||
| 94.8 mm | 94.8 mm | 94.7 mm | ||||
| 355 mmHg | 355 mmHg | 355 mmHg | ||||
| 14 inHg | 14 inHg | 14 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1612.2 cm^3 | 1606.0 cm^3 | 1618.9 cm^3 | 1616.1 cm^3 | 1611.6 cm^3 | 1609.3 cm^3 | |
2.421 | 2.430 | 2.411 | 2.414 | 2.424 | 2.426 | |
7.0 % | 6.6 % | 7.4 % | 7.3 % | 6.9 % | 6.8 % | |
112.9 cm^3 | 106.0 cm^3 | 119.8 cm^3 | 118.0 cm^3 | 111.2 cm^3 | 109.4 cm^3 | |
3982.1 g | 3977.3 g | 3987.4 g | ||||
3993.4 g | 3987.9 g | 3999.3 g | ||||
3986.2 cm^3 | 3982.8 cm^3 | 3991.2 cm^3 | ||||
83.1 cm^3 | 79.7 cm^3 | 87.7 cm^3 | ||||
74 % | 75 % | 73 % | ||||
21770 N | 23184 N | 21356 N | 24756 N | 25947 N | 24713 N | |
1 | 1 | 2 | 1 | 2 | 1 | |
1 | 1 | 2 | 1 | 1 | 1 | |
0 | 0 | 0 | 2 | 0 | 0 | |
975 kPa | 1038 kPa | 957 kPa | 1107 kPa | 1160 kPa | 1105 kPa | |
144 psi | 163 psi | |||||
0.88 | ||||||
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Test was verified on 6/4/2026 ✔