Summary for Test 2022-06-20-40-4
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 993624 DEA: 041W9104 EFIS: 0421000107 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-116-R12.3/18.6 |
| Award Date | 04/26/2022 |
| Closeout Date | 01/31/2023 |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE HMA (A). |
| Location Description | SONOMA COUNTY AT AND NEAR GUERNEVILLE FROM 0.1 MILE WEST OF DRAKE ROAD UNDERCROSSING TO GIOVANETTI ROAD |
| QA Service Level | 1 (Verified on 03/23/2022) |
Sample Information
| Sample Taken Date | 06/20/2022 | Sample Unique Key | 40 |
|---|---|---|---|
| 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 | PG 64-16 |
| The quantity of what the sample constitutes | 1can | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | CASEY | Last name of sampler or witnessed by | F |
| Title of sampler | PLANT | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Valero - Benicia, CA | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 670359 | Structure unique identifier | |
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-06-20-40
DIME Test ID: 2022-06-20-40-4
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: 2022-07-12
Test Results
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 07/11/2022
Minimum test bath temperature at 240 s: -6.0 C
Maximum test bath temperature at 240 s: -6.0 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: 926.0 mN
Beam deflection 60.0 s: 1.374 µm
Measured Stiffness Modulus 60.0 s: 54.100 mPa
Estimated Stiffness Modulus 60.0 s: 54.100 mPa
Difference between stiffness moduli 60.0 s: 0.00 %
Estimated m-value 60.0 s: 0.432
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 7/12/2022 ✔