Summary for Test 2022-05-04-24-1
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 993507 DEA: 061C3904 EFIS: 0621000164 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-198-26.7/33.2 |
| Award Date | 03/08/2022 |
| Closeout Date | 07/27/2022 |
| Work Description | APPLY GAP GRADED RHMA. |
| Location Description | TULARE COUNTY IN AND NEAR LEMON COVE FROM 0.2 MILE EAST OF AVENUE 324 TO 0.3 MILE WEST OF HORSE CREEK ROAD |
| QA Service Level | 1 (Verified on 01/31/2022) |
Sample Information
| Sample Taken Date | 05/04/2022 | Sample Unique Key | 24 |
|---|---|---|---|
| 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 | 05/10/2022 |
| Sample type | Department Acceptance | A brief description of the sample | ASPHALT BINDER |
| The quantity of what the sample constitutes | 1 CAN | From where was the sample collected | Other |
| First name of sampler or witnessed by | DEER | Last name of sampler or witnessed by | CREEK |
| Title of sampler | QC | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | ALBINA ASPHALT CA | Transportation Laboratory (TL) Number | C772548 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-10 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | DEER CREEK ROCK & ASPHALT | |
| Certified Asphalt Supplier | Albina Asphalt - Chowchilla CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-05-04-24
DIME Test ID: 2022-05-04-24-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-05-31
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 05/18/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.166 kPa
Phase Angle (δ) (for the 10 cycles): 87.2 degree
Complex Modulus (G*) (for the 10 measurements): 1.383 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.38 kPa
General comments (publicly viewable) (Max 1000 characters): ORIG
Test was verified on 5/31/2022 ✔