Summary for Test 2021-08-26-42-5
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 215483 DEA: 022J0004 EFIS: 0221000017 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-49-0.0/7.5 |
| Award Date | 04/05/2021 |
| Closeout Date | 11/24/2021 |
| Work Description | PLACE HOT MIX ASPHALT (TYPE A). |
| Location Description | PLUMAS COUNTY AT AND NEAR VINTON FROM SIERRA COUNTY LINE TO ROUTE 70 |
| QA Service Level | 1 (Verified on 03/08/2021) |
Sample Information
| Sample Taken Date | 08/26/2021 | Sample Unique Key | 42 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/03/2021 | Sample type | Department Acceptance |
| A brief description of the sample | binder | The quantity of what the sample constitutes | 2 cans, #3 Test |
| From where was the sample collected | Source | First name of sampler or witnessed by | J |
| Last name of sampler or witnessed by | DELGADO | Title of sampler | NUS CONSULTANT |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Western NV Materials, Spanish Springs | |
| Transportation Laboratory (TL) Number | C897855 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-28 M |
|---|---|---|---|
| Modified | Yes | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | Western Nevada Materials | |
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set | |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2021-08-26-42
DIME Test ID: 2021-08-26-42-5
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: 09/13/2021
Minimum test bath temperature at 240 s: -18.0 C
Maximum test bath temperature at 240 s: -18.0 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: 973.0 mN
Beam deflection 60.0 s: 1.255 µm
Measured Stiffness Modulus 60.0 s: 62.500 mPa
Estimated Stiffness Modulus 60.0 s: 62.400 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.315
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 9/15/2021 ✔