Summary for Test 2025-08-20-76-2
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 994673 DEA: 033F0704 EFIS: 0312000054 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-51-2.0/3.5 |
| Award Date | 08/17/2023 |
| Closeout Date | Not set |
| Work Description | American River Bridge Rehabilitation |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 05/15/2023) |
Sample Information
| Sample Taken Date | 08/20/2025 | Sample Unique Key | 76 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/05/2025 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4" WMA w/ 25% RAP | The quantity of what the sample constitutes | 2 Boxes |
| From where was the sample collected | Source | First name of sampler or witnessed by | Bryce |
| Last name of sampler or witnessed by | Moore | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | Daily 25-166 | |
| Linked DIME Sample ID | 2025-08-20-72 | The fabricator/manufacturer/facility name | Granite Bradshaw |
| 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 | 1635V |
| Binder content (%) | 4.6 | Virgin binder PG | |
| Design binder PG | PG 64-16 | Binder Supplier | Valero |
| RAP content (%) | 25 | WMA Additives | Yes |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-08-20-76
DIME Test ID: 2025-08-20-76-2
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Test Release Date: 2025-09-10
Test Results
What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Joshua Wilson
Date of test: 09/09/2025
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2145.3 g
Mass Loss: 117.2 g
Correction Factor (Percent by mass of HMA Specimen): 0.66 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.02 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.80 %
General comments (publicly viewable) (Max 1000 characters): R1
OBC 4.6%
Test was verified on 9/10/2025 ✔