Summary for Test 2023-02-21-29-2
Test performed: AASHTO T315-22Project Information
Project Identifiers | Project ID: 993333 DEA: 04264724 EFIS: 0419000068 |
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DIST-CO-RTE-PM | 04-MRN-101-R20.8/27.1 |
Award Date | 04/26/2022 |
Closeout Date | Not set |
Work Description | CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL. |
Location Description | MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE |
QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
Sample Taken Date | 02/21/2023 | Sample Unique Key | 29 |
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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 | 02/24/2023 |
Sample type | Quality Assurance | A brief description of the sample | 1 binder can PSU |
The quantity of what the sample constitutes | 1 CAN | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Cody | Last name of sampler or witnessed by | Cordero |
Title of sampler | Plant Inspector | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Dutra San Rafael | Transportation Laboratory (TL) Number | 101367 |
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 | No | Lot number | 3 |
Sublot number | 1 | Tank number | |
Time of sample | HMA Supplier | Dutra San Rafael | |
Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number |
Test Details
DIME Sample ID: 2023-02-21-29
DIME Test ID: 2023-02-21-29-2
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: 2023-02-28
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 02/27/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.167 kPa
Phase Angle (δ) (for the 10 cycles): 85.7 degree
Complex Modulus (G*) (for the 10 measurements): 1.392 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.40 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 2/28/2023 ✔