Summary for Test 2021-08-25-9-5
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 215410 DEA: 060U5204 EFIS: 0616000003 |
|---|---|
| DIST-CO-RTE-PM | 06-MAD-99-R14.0/R14.5,15.1/19.6 |
| Award Date | 04/01/2021 |
| Closeout Date | 10/03/2022 |
| Work Description | HMA (TYPE A) AND RHMA (GAP GRADED) RESURFACING. |
| Location Description | MADERA COUNTY IN AND NEAR MADERA FROM 0.2 MILE SOUTH OF AVENUE 17 OVERCROSSING TO 0.3 MILE NORTH OF AVENUE 17 OVERCROSSING AND FROM 1.0 MILE NORTH OF AVENUE 17 OVERCROSSING TO 0.9 MILE NORTH OF AVENUE 20 OVERCROSSING |
| QA Service Level | 1 (Verified on 01/25/2021) |
Sample Information
| Sample Taken Date | 08/25/2021 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 08/27/2021 |
| Sample type | Department Acceptance | A brief description of the sample | BINDER |
| The quantity of what the sample constitutes | 1 CAN | From where was the sample collected | Source |
| First name of sampler or witnessed by | VULCAN QC | Last name of sampler or witnessed by | VULCAN QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | San Joaquin Refinery | Transportation Laboratory (TL) Number | 039819 |
| 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 | Lot number | 1 | |
| Sublot number | 3 | Tank number | |
| Time of sample | HMA Supplier | Granite Const. | |
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-08-25-9
DIME Test ID: 2021-08-25-9-5
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2021-09-09
Test Results
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 09/08/2021
Minimum test bath temperature at 240 s: 0.0 C
Maximum test bath temperature at 240 s: 0.0 C
Time of test load application: no data
File name of test data: no data
Time beam in bath: no data
Time test started: no data
Flags issued by software during test: no data
Correlation coefficient (R²): 0
Regression coefficient a: no data
Regression coefficient b: no data
Regression coefficient c: no data
Load at time 0.0: 0.0 mN
Deflection at time 0.0 s: 0.000 µm
Load at time 0.5 s: 0.0 mN
Deflection at time 0.5 s: 0.000 µm
Load at 60.0 s: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 248.000 mPa
Estimated Stiffness Modulus 60.0 s: 247.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.372
General comments (publicly viewable) (Max 1000 characters): as per 2018 standard specs
Test was verified on 9/9/2021 ✔