Summary for Test 2022-05-24-41-5
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 214321 DEA: 012982U4 EFIS: 0118000125 |
|---|---|
| DIST-CO-RTE-PM | 01-LAK-29,175-28.5/31.6,8.2/8.5 |
| Award Date | 11/07/2019 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT 4 LANE EXPRESSWAY WITH EARTHWORK AND PAVING. |
| Location Description | LAKE COUNTY NEAR KELSEYVILLE ON ROUTE 29 FROM 0.6 MILE TO 3.7 MILES NORTH OF ROUTE 281 AND ON ROUTE 175 FROM SOUTH JUNCTION ROUTE 29 TO 0.3 MILE EAST OF SOUTH JUNCTION ROUTE 29 |
| QA Service Level | 1 (Verified on 08/19/2019) |
Sample Information
| Sample Taken Date | 05/24/2022 | Sample Unique Key | 41 |
|---|---|---|---|
| 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 | 06/15/2022 |
| Sample type | Acceptance | A brief description of the sample | 58-34 PMR25 |
| The quantity of what the sample constitutes | 2 cans | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Thomas | Last name of sampler or witnessed by | Iliffe |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite 175 | Transportation Laboratory (TL) Number | 930515 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 58-34 M |
|---|---|---|---|
| Modified | Yes | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | 08:59 05/24/2022 | 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: 2022-05-24-41
DIME Test ID: 2022-05-24-41-5
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: 2022-06-21
Test Results
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 06/20/2022
Minimum test bath temperature at 240 s: -24.0 C
Maximum test bath temperature at 240 s: -23.9 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: 272.000 mPa
Estimated Stiffness Modulus 60.0 s: 272.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.302
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/21/2022 ✔