Summary for Test 2025-07-21-59-2
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 1001090 DEA: 021K0504 EFIS: 0224000046 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-44-L0.4/L1.8 |
| Award Date | 05/15/2025 |
| Closeout Date | 02/26/2026 |
| Work Description | COLD PLANE AC PVMT AND RHMA (GAP GRADED). |
| Location Description | SHASTA COUNTY IN REDDING FROM CONTINENTAL UNDERCROSSING NO. 06-0135L TO ROUTE 5/44 SEPARATION |
| QA Service Level | 1 (Verified on 05/01/2025) |
Sample Information
| Sample Taken Date | 07/21/2025 | Sample Unique Key | 59 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/22/2025 | Sample type | Production Start-Up |
| A brief description of the sample | Lime Treated 1/2-inch RHMA-G (PG 64-16 CR) | The quantity of what the sample constitutes | Production Start-Up Evaluation |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Cindy |
| Last name of sampler or witnessed by | Bryant | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D79969 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) | |
| Transportation Laboratory (TL) Number | 866069 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | 3928830 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 7.5 | Virgin binder PG | PG 64-16 |
| Design binder PG | Binder Supplier | Valero (Benicia, CA) | |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2025-07-21-59
DIME Test ID: 2025-07-21-59-2
Testing Lab: CT D02 - Redding 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: 2025-08-19
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 08/05/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 3027.1 g
Mass of the specimen and specimen basket assembly prior to ignition: 4647.1 g
Mass of HMA Sample prior to ignition: 1620.0 g
Mass Loss: 123.3 g
Mass of aggregate remaining after ignition: 1496.7 g
Correction Factor (Percent by mass of HMA Specimen): 0.07 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.19 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.35 %
General comments (publicly viewable) (Max 1000 characters): Pb=7.36%
Test was verified on 8/19/2025 ✔