Summary for Test 2022-08-09-10-6
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 993847 DEA: 081M8604 EFIS: 0822000056 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-180.2/186.2 |
| Award Date | 06/23/2022 |
| Closeout Date | 12/12/2022 |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE RUBBERIZED HMA (GAP GRADED). |
| Location Description | SAN BERNARDINO COUNTY ABOUT 43 MILES NORTH OF BAKER FROM 0.5 MILE SOUTH OF YATES WELL ROAD OVERCROSSING TO NEVADA STATE LINE |
| QA Service Level | 1 (Verified on 12/05/2022) |
Sample Information
| Sample Taken Date | 08/09/2022 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 08/10/2022 |
| Sample type | Department Acceptance | A brief description of the sample | HOT DROP Urgent - High profile job |
| The quantity of what the sample constitutes | 8 cans | From where was the sample collected | Source |
| First name of sampler or witnessed by | Mark | Last name of sampler or witnessed by | Daniels |
| Title of sampler | Alta Vista | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Southwest Liquid Asphalt & Emulsions | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 76-22 M |
|---|---|---|---|
| Modified | Yes | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | AASHTO Resource - Frederick MD | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-08-09-10
DIME Test ID: 2022-08-09-10-6
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: 2022-08-11
Test Results
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 08/11/2022
Minimum test bath temperature at 240 s: -12.0 C
Maximum test bath temperature at 240 s: -12.0 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: 995.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 92.200 mPa
Estimated Stiffness Modulus 60.0 s: 92.400 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.363
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 8/11/2022 ✔