Summary for Test 2022-04-27-26-4
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 215812 DEA: 060U79U4 EFIS: 0620000035 |
|---|---|
| DIST-CO-RTE-PM | 06-KIN-198-R16.9/R21.9 |
| Award Date | 08/26/2021 |
| Closeout Date | 05/10/2023 |
| Work Description | CONSTRUCT GORE PAVING, SLOPE PAVING AND IRRIGATION UPGRADES. |
| Location Description | KINGS COUNTY IN AND NEAR HANFORD FROM 12TH AVENUE OVERCROSSING TO 0.9 MILE EAST OF STATE ROUTE 43/198 SEPARATION |
| QA Service Level | 1 (Verified on 07/12/2021) |
Sample Information
| Sample Taken Date | 04/27/2022 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 05/06/2022 |
| Sample type | Department Acceptance | A brief description of the sample | Asphalt Binder Sample |
| The quantity of what the sample constitutes | 1 can | From where was the sample collected | Source |
| First name of sampler or witnessed by | G | 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 | San Joaquin Refinery | Transportation Laboratory (TL) Number | 040337 |
| 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 | 2 | Tank number | |
| Time of sample | HMA Supplier | Granite Construction | |
| 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: 2022-04-27-26
DIME Test ID: 2022-04-27-26-4
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: 2022-05-31
Test Results
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 05/23/2022
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: 190.000 mPa
Estimated Stiffness Modulus 60.0 s: 190.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.405
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/31/2022 ✔