Summary for Test 2022-10-18-39-1
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 993297 DEA: 010F8204 EFIS: 0116000067 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-101-R90.1/109.6 |
| Award Date | 01/27/2022 |
| Closeout Date | 03/04/2024 |
| Work Description | PLACE RHMA-G AND HMA (TYPE A). |
| Location Description | IN HUMBOLDT COUNTY IN AND NEAR TRINIDAD FROM 1.3 MILES SOUTH OF SCHOOL ROAD OVERCROSSING TO 0.4 MILE NORTH OF BIG LAGOON BRIDGE |
| QA Service Level | 1 (Verified on 10/12/2021) |
Sample Information
| Sample Taken Date | 10/18/2022 | Sample Unique Key | 39 |
|---|---|---|---|
| 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 | 10/20/2022 |
| Sample type | Department Acceptance | A brief description of the sample | binder 64-16 |
| The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Source |
| First name of sampler or witnessed by | R | Last name of sampler or witnessed by | Werner |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Mercer Fraser Fortuna Plant B / Valero Benicia | Transportation Laboratory (TL) Number | 026731 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2022-10-18-39
DIME Test ID: 2022-10-18-39-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-10-26
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 10/24/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.184 kPa
Phase Angle (δ) (for the 10 cycles): 85.1 degree
Complex Modulus (G*) (for the 10 measurements): 1.535 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.54 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 10/26/2022 ✔