Summary for Test 2021-01-11-16-8
Test performed: AASHTO T350-19Project Information
Project Identifiers | Project ID: 209520 DEA: 06470904 EFIS: 0600000973 COOP: 061529 |
---|---|
DIST-CO-RTE-PM | 06-MAD-99-R7.5/15.1 |
Award Date | 03/14/2019 |
Closeout Date | 05/11/2023 |
Work Description | WIDEN FREEWAY FROM 4 LANES TO 6 LANES. |
Location Description | MADERA COUNTY IN AND NEAR MADERA FROM AVENUE 12 OVERCROSSING TO 0.9 MILE NORTH OF AVENUE 17 OVERCROSSING |
QA Service Level | 1 (Verified on 03/16/2016) |
Sample Information
Sample Taken Date | 01/11/2021 | Sample Unique Key | 16 |
---|---|---|---|
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 | 01/22/2021 |
Sample type | Acceptance | A brief description of the sample | Asphalt Binder |
The quantity of what the sample constitutes | 1 of 1 | From where was the sample collected | Source |
First name of sampler or witnessed by | Jose | Last name of sampler or witnessed by | L |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | VULCAN MATERIALS MADERA | Transportation Laboratory (TL) Number | C039626 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | 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 | Not set |
Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-01-11-16
DIME Test ID: 2021-01-11-16-8
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T350-19: Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Multiple Stress Creep Recovery)
Test Release Date: 2021-03-29
Test Results
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 02/25/2021
PG test temperature: 70.0 C
Average percent recovery at 0.1 kPa: 0.0000 %
Average percent recovery at 3.2 kPa: 0.0000 %
Nonrecoverable creep compliance: 5.5579
Nonrecoverable creep compliance: 5.7769
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa: 3.9400 %
General comments (publicly viewable) (Max 1000 characters): mscr study
Test was verified on 3/29/2021 ✔