Summary for Test 2021-06-16-16-5
Test performed: AASHTO T313-19Project Information
Project Identifiers | Project ID: 214618 DEA: 033F99U4 EFIS: 0319000311 |
---|---|
DIST-CO-RTE-PM | 03-SUT-99-39.2/41.4 |
Award Date | 05/15/2020 |
Closeout Date | 12/13/2023 |
Work Description | WIDEN RDWY, HMA, CRCP, WATER LINE, SIGNALS, & LIGHTING SYSTEM. |
Location Description | SUTTER COUNTY IN AND NEAR LIVE OAK FROM 0.1 MILE SOUTH OF COLEMAN AVENUE TO NEVADA STREET (NORTH INTERSECTION) |
QA Service Level | 1 (Verified on 03/24/2020) |
Sample Information
Sample Taken Date | 06/16/2021 | Sample Unique Key | 16 |
---|---|---|---|
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 | 06/21/2021 |
Sample type | Acceptance | A brief description of the sample | PG58-22 |
The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Source |
First name of sampler or witnessed by | Brad | Last name of sampler or witnessed by | McKeehan |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | 2021-06-02-24 | |
The fabricator/manufacturer/facility name | Valero Benicia | Transportation Laboratory (TL) Number | 706335 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 58-22 |
---|---|---|---|
Modified | No | Lot number | |
Sublot number | Tank number | ||
Time of sample | HMA Supplier | DeSilva Gates | |
Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-06-16-16
DIME Test ID: 2021-06-16-16-5
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: 2021-07-15
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 07/14/2021
Minimum test bath temperature at 240 s: -12.0 C
Maximum test bath temperature at 240 s: -11.9 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: 981.0 mN
Beam deflection 60.0 s: 0.664 µm
Measured Stiffness Modulus 60.0 s: 119.000 mPa
Estimated Stiffness Modulus 60.0 s: 119.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.355
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 7/15/2021 ✔