Summary for Test 2021-08-16-32-5
Test performed: AASHTO T313-19Project Information
Project Identifiers | Project ID: 215554 DEA: 061A9004 EFIS: 0621000018 |
---|---|
DIST-CO-RTE-PM | 06-KER-5-4.4/R15.8 |
Award Date | 05/06/2021 |
Closeout Date | 10/24/2022 |
Work Description | COLD PLANE & PLACE HMA & INDIVIDUAL SLAB REPLACEMENT. |
Location Description | KERN COUNTY AT GRAPEVINE FROM 0.4 MILE NORTH OF LEBEC ROAD OVERCROSSING TO ROUTES 5/99 SEPARATION |
QA Service Level | 1 (Verified on 03/10/2021) |
Sample Information
Sample Taken Date | 08/16/2021 | Sample Unique Key | 32 |
---|---|---|---|
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 | 08/25/2021 |
Sample type | 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 | Last name of sampler or witnessed by | Vulcan |
Title of sampler | QC sampled | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | San Joaquin Refinery | Transportation Laboratory (TL) Number | 772210 |
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 | 1 | Tank number | |
Time of sample | HMA Supplier | Vulcan Materials | |
Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-08-16-32
DIME Test ID: 2021-08-16-32-5
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: 223.000 mPa
Estimated Stiffness Modulus 60.0 s: 223.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.380
General comments (publicly viewable) (Max 1000 characters): as per 2018 standard specs
Test was verified on 9/9/2021 ✔