Summary for Test 2022-10-20-48-1
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 214321 DEA: 012982U4 EFIS: 0118000125 |
|---|---|
| DIST-CO-RTE-PM | 01-LAK-29,175-28.5/31.6,8.2/8.5 |
| Award Date | 11/07/2019 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT 4 LANE EXPRESSWAY WITH EARTHWORK AND PAVING. |
| Location Description | LAKE COUNTY NEAR KELSEYVILLE ON ROUTE 29 FROM 0.6 MILE TO 3.7 MILES NORTH OF ROUTE 281 AND ON ROUTE 175 FROM SOUTH JUNCTION ROUTE 29 TO 0.3 MILE EAST OF SOUTH JUNCTION ROUTE 29 |
| QA Service Level | 1 (Verified on 08/19/2019) |
Sample Information
| Sample Taken Date | 10/20/2022 | Sample Unique Key | 48 |
|---|---|---|---|
| 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 | 10/27/2022 |
| Sample type | Department Acceptance | A brief description of the sample | PG 58-22 |
| The quantity of what the sample constitutes | 3 of 3 cans | From where was the sample collected | Source |
| First name of sampler or witnessed by | A | Last name of sampler or witnessed by | Flores |
| Title of sampler | Material tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite HWY 175 | Transportation Laboratory (TL) Number | 036339 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 58-22 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | Yes |
| Multigrade Type | PG 58-22 / PG 58-16 | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2022-10-20-48
DIME Test ID: 2022-10-20-48-1
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: 2022-11-01
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 10/31/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.207 kPa
Phase Angle (δ) (for the 10 cycles): 84.6 degree
Complex Modulus (G*) (for the 10 measurements): 1.727 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.73 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 11/1/2022 ✔