Summary for Test 2021-09-01-22-5
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 215530 DEA: 051N1704 EFIS: 0520000136 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-135-1.0/R7.2 |
| Award Date | 04/12/2021 |
| Closeout Date | 05/24/2022 |
| Work Description | Construct pavement using partial depth recycling and pave with RHMA |
| Location Description | CONSTRUCTION ON STATE HIGHWAY IN SANTA BARBARA COUNTY NEAR LOS ALAMOS FROM 0.3 MILE NORTH OF DEN STREET TO SAN ANTONIO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 09/16/2021) |
Sample Information
| Sample Taken Date | 09/01/2021 | Sample Unique Key | 22 |
|---|---|---|---|
| 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 | 09/07/2021 |
| Sample type | Acceptance | A brief description of the sample | Asphalt Binder PG 64-10 |
| The quantity of what the sample constitutes | 2 cans - load 12 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Justin | Last name of sampler or witnessed by | Long |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Construction | Transportation Laboratory (TL) Number | 210901B |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-10 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | Granite | |
| Certified Asphalt Supplier | Valero Marketing & Supply - Wilmington CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-09-01-22
DIME Test ID: 2021-09-01-22-5
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: 2021-09-15
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 09/14/2021
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: 987.0 mN
Beam deflection 60.0 s: 2.285 µm
Measured Stiffness Modulus 60.0 s: 34.800 mPa
Estimated Stiffness Modulus 60.0 s: 34.800 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.463
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specification
Test was verified on 9/15/2021 ✔