Summary for Test 2021-05-26-33-6
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 215325 DEA: 101J1704 EFIS: 1018000179 |
|---|---|
| DIST-CO-RTE-PM | 10-AMA-88-32.3/38.0 |
| Award Date | 12/30/2020 |
| Closeout Date | 08/30/2021 |
| Work Description | HMA, TRAFFIC STRIPING, COLD PLANE AC AND RUMBLE STRIP. |
| Location Description | AMADOR COUNTY AT AND NEAR BARTON FROM 0.4 MILE WEST OF SILVER DRIVE TO 0.2 MILE WEST OF SHAKE RIDGE ROAD |
| QA Service Level | 1 (Verified on 11/23/2020) |
Sample Information
| Sample Taken Date | 05/26/2021 | Sample Unique Key | 33 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/04/2021 | Sample type | Department Acceptance |
| A brief description of the sample | PG64-28M | The quantity of what the sample constitutes | 1 of 1 can |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | J |
| Last name of sampler or witnessed by | Kort | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | George Reed - Clements Plant | |
| Transportation Laboratory (TL) Number | c034815 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-28 M |
|---|---|---|---|
| Modified | Yes | Lot number | 1 |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | George Reed - Clements | |
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
| Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2021-05-26-33
DIME Test ID: 2021-05-26-33-6
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: 2021-06-14
Test Results
Input Type: Measured
Tester's full name: Harish Thaur
Date of test: 06/09/2021
Minimum test bath temperature at 240 s: -18.0 C
Maximum test bath temperature at 240 s: -18.0 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: 57.300 mPa
Estimated Stiffness Modulus 60.0 s: 57.200 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.311
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 6/14/2021 ✔