Summary for Test 2025-07-21-61-2
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 1001140 DEA: 022K0004 EFIS: 0225000023 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-13.55/14.58 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Whiskey Creek Bridge Emergency Repair |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 04/03/2025) |
Sample Information
| Sample Taken Date | 07/21/2025 | Sample Unique Key | 61 |
|---|---|---|---|
| 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 | 07/28/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 1/2-inch HMA-A w/ 23.6% RAP, PG58-22 Valero |
| 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 | CGI | Last name of sampler or witnessed by | CGI |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79974 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA | Transportation Laboratory (TL) Number | 036701 |
| 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 5.4 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 64-16 | Binder Supplier | Valero (Benicia, CA) |
| RAP content (%) | 24 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2025-07-21-61
DIME Test ID: 2025-07-21-61-2
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: 08/06/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 3154.2 g
Mass of the specimen and specimen basket assembly prior to ignition: 4735.6 g
Mass of HMA Sample prior to ignition: 1581.4 g
Mass Loss: 87.8 g
Mass of aggregate remaining after ignition: 1493.6 g
Correction Factor (Percent by mass of HMA Specimen): 0.42 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.19 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.94 %
General comments (publicly viewable) (Max 1000 characters): Pb=4.94%
Test was verified on 8/19/2025 ✔