Summary for Test 2021-05-18-48-5
Test performed: AASHTO T313-19Project Information
Project Identifiers | Project ID: 215033 DEA: 033H6504 EFIS: 0318000027 |
---|---|
DIST-CO-RTE-PM | 03-NEV-49-8.3/8.7 |
Award Date | 08/07/2020 |
Closeout Date | 09/23/2021 |
Work Description | CONSTRUCT A TWO-WAY LEFT-TURN LANE AND 8' SHOULDERS. |
Location Description | NEVADA COUNTY ON ROUTE 49 FROM 0.1 MILE SOUTH OF ROUND VALLEY ROAD TO 0.1 MILE NORTH OF QUAIL CREEK DRIVE |
QA Service Level | 1 (Verified on 06/22/2020) |
Sample Information
Sample Taken Date | 05/18/2021 | Sample Unique Key | 48 |
---|---|---|---|
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 | 06/11/2021 |
Sample type | Department Acceptance | A brief description of the sample | binder |
The quantity of what the sample constitutes | 1 can | From where was the sample collected | Source |
First name of sampler or witnessed by | JD | Last name of sampler or witnessed by | Akinson |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Valero | Transportation Laboratory (TL) Number | 928874 |
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 | Knife River | |
Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-05-18-48
DIME Test ID: 2021-05-18-48-5
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: 2021-06-24
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 06/17/2021
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: 994.0 mN
Beam deflection 60.0 s: 1.195 µm
Measured Stiffness Modulus 60.0 s: 67.100 mPa
Estimated Stiffness Modulus 60.0 s: 67.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.420
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specifications
Test was verified on 6/24/2021 ✔