Summary for Test 2021-09-20-34-4
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 214919 DEA: 060U4504 EFIS: 0615000298 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-168-18.6/T25.5 |
| Award Date | 06/16/2020 |
| Closeout Date | 07/29/2022 |
| Work Description | COLD PLANE AC PAVEMENT AND HOT MIX ASPHALT RESURFACING. |
| Location Description | FRESNO COUNTY NEAR PRATHER FROM 0.1 MILE EAST OF SAMPLE ROAD TO OAK CREEK ROAD |
| QA Service Level | 1 (Verified on 04/21/2020) |
Sample Information
| Sample Taken Date | 09/20/2021 | Sample Unique Key | 34 |
|---|---|---|---|
| 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 | 09/30/2021 |
| Sample type | Department Acceptance | A brief description of the sample | 64-16 |
| The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Jose | Last name of sampler or witnessed by | Lopez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | CMI FRESNO | Transportation Laboratory (TL) Number | c039982 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 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 | cmi fresno | |
| Certified Asphalt Supplier | Valero-NuStar PAT - Pittsburg CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-09-20-34
DIME Test ID: 2021-09-20-34-4
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: 2021-10-11
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 10/07/2021
Minimum test bath temperature at 240 s: -6 C
Maximum test bath temperature at 240 s: -6 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 mN
Deflection at time 0.0 s: 0 µm
Load at time 0.5 s: 0 mN
Deflection at time 0.5 s: 0 µm
Load at 60.0 s: 995 mN
Beam deflection 60.0 s: 1.235 µm
Measured Stiffness Modulus 60.0 s: 65 mPa
Estimated Stiffness Modulus 60.0 s: 65 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.42
General comments (publicly viewable) (Max 1000 characters): per 2018standard specifications
Test was verified on 10/11/2021 ✔