Summary for Test 2022-06-21-46-2
Test performed: AASHTO T315-20Project Information
Project Identifiers | Project ID: 214321 DEA: 012982U4 EFIS: 0118000125 |
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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 | 06/21/2022 | Sample Unique Key | 46 |
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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 | 07/01/2022 |
Sample type | Acceptance | A brief description of the sample | 58-34 PMR25 |
The quantity of what the sample constitutes | 2 cans | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Thomas | Last name of sampler or witnessed by | Iliffe |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite 175 | Transportation Laboratory (TL) Number | 930515 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 58-34 M |
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Modified | Yes | Lot number | |
Sublot number | Tank number | ||
Time of sample | 08:59 05/24/2022 | HMA Supplier | |
Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2022-06-21-46
DIME Test ID: 2022-06-21-46-2
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: 2022-07-29
Test Results
Phase: RTFO residue two specimens
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 07/21/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.782 kPa
Phase Angle (δ) (for the 10 cycles): 59.9 degree
Complex Modulus (G*) (for the 10 measurements): 7.816 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 9.03 kPa
Stress Amplitude 2: 0.436 kPa
Phase Angle 2 (δ) (for the 10 cycles): 61.6 degree
Complex Modulus 2 (G*) (for the 10 measurements) : 4.356 kPa
Test Temperature (Specimen 2): 64.0 C
Dynamic Shear 2, G*/sin(δ): 4.95 kPa
Delta at 2.2 kpa: 62.7 degree
General comments (publicly viewable) (Max 1000 characters): RTFO
Test was verified on 7/29/2022 ✔