Summary for Test 2021-07-17-4-12
Test performed: AASHTO T350-19Project Information
Project Identifiers | Project ID: 215494 DEA: 081H4904 EFIS: 0817000059 |
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DIST-CO-RTE-PM | 08-SBD-18-31.9/38.5 |
Award Date | 04/05/2021 |
Closeout Date | 01/18/2022 |
Work Description | COLD PLANE AC PAVEMENT AND OVERLAY WITH HMA (TYPE A). |
Location Description | SAN BERNARDINO COUNTY FROM 0.1 MILE EAST OF HILLTOP CONNECTOR TO 0.5 MILE EAST OF SIBERIA CREEK TRAIL |
QA Service Level | 1 (Verified on 07/06/2021) |
Sample Information
Sample Taken Date | 07/17/2021 | Sample Unique Key | 4 |
---|---|---|---|
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 | 07/21/2021 |
Sample type | Verification | A brief description of the sample | Asphalt Binder Sample |
The quantity of what the sample constitutes | 1Quart | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Matich Lytle Creek | Last name of sampler or witnessed by | matich |
Title of sampler | QC | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Matich Lytle Creek | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 64-28 M |
---|---|---|---|
Modified | Lot number | ||
Sublot number | Tank number | ||
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | Marathon Petroleum Co. LP - Bakersfield CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-07-17-4
DIME Test ID: 2021-07-17-4-12
Testing Lab: CT D08 - Fontana Southern Regional 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: 2021-08-11
Test Results
Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 08/04/2021
PG test temperature: 64.0 C
Average percent recovery at 0.1 kPa: 41.6883 %
Average percent recovery at 3.2 kPa: 15.5940 %
Nonrecoverable creep compliance: 1.8656
Nonrecoverable creep compliance: 3.0390
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa: 62.8954 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/11/2021 ✔