Summary for Test 2023-03-25-7-1
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 993301 DEA: 060U2804 EFIS: 0615000293 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-245-1.4,4.2 |
| Award Date | 01/03/2022 |
| Closeout Date | Not set |
| Work Description | PRECAST PRESTRESSED CONCRETE BOX GIRDER AND SLAB, BRIDGE REMOVAL. |
| Location Description | TULARE COUNTY NEAR WOODLAKE AT YOKOHL CREEK BRIDGE AND AT KAWEAH RIVER BRIDGE |
| QA Service Level | 1 (Verified on 10/11/2021) |
Sample Information
| Sample Taken Date | 03/25/2023 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 03/28/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4"HMA-A PG 70-10 |
| The quantity of what the sample constitutes | 1 can binder | From where was the sample collected | Source |
| First name of sampler or witnessed by | Eric | Last name of sampler or witnessed by | Pat |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | 2023-03-24-19 | |
| The fabricator/manufacturer/facility name | San Juaquin Refining Co. | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | C804600 | Structure unique identifier | |
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 70-10 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2023-03-25-7
DIME Test ID: 2023-03-25-7-1
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: 2023-04-03
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 03/30/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.168 kPa
Phase Angle (δ) (for the 10 cycles): 89.4 degree
Complex Modulus (G*) (for the 10 measurements): 1.400 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.40 kPa
General comments (publicly viewable) (Max 1000 characters): original
Test was verified on 4/3/2023 ✔