Summary for Test 2022-06-09-48-4
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 215018 DEA: 051J4804 EFIS: 0517000185 |
|---|---|
| DIST-CO-RTE-PM | 05-SBT-25,156-54.048 |
| Award Date | 11/18/2021 |
| Closeout Date | Not set |
| Work Description | SAN BENITO HIGHWAY 25 AT 156 ROUNDABOUT - SAFETY IMPROVEMENTS |
| Location Description | SAN BENITO COUNTY NEAR HOLLISTER ON ROUTE 25 FROM 0.4 MILE EAST TO 0.3 MILE WEST OF ROUTE 156 AND ON ROUTE 156 FROM 0.4 MILE SOUTH TO 0.3 MILE NORTH OF ROUTE 25 |
| QA Service Level | 1 (Verified on 09/03/2020) |
Sample Information
| Sample Taken Date | 06/09/2022 | Sample Unique Key | 48 |
|---|---|---|---|
| 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 | 07/01/2022 |
| Sample type | Acceptance | A brief description of the sample | PG64-10 |
| The quantity of what the sample constitutes | 1 can | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Ai | Last name of sampler or witnessed by | Romizon |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Rock | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | c060922-2 | Structure unique identifier | |
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-10 |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Granite Construction - Bakersfield CA | Multigrade | No |
| Multigrade Type | PG 64-16 / PG 64-10 | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-06-09-48
DIME Test ID: 2022-06-09-48-4
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: 2022-07-22
Test Results
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 07/18/2022
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: 968.0 mN
Beam deflection 60.0 s: 0.932 µm
Measured Stiffness Modulus 60.0 s: 83.300 mPa
Estimated Stiffness Modulus 60.0 s: 83.300 mPa
Difference between stiffness moduli 60.0 s: 0.00 %
Estimated m-value 60.0 s: 0.509
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 7/22/2022 ✔