Summary for Test 2020-11-02-11-6
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 | 11/02/2020 | Sample Unique Key | 11 |
---|---|---|---|
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 | 11/06/2020 |
Sample type | Acceptance | A brief description of the sample | AB PG 64-16 #1 Test, #2(779009) |
The quantity of what the sample constitutes | 2 Cans each | 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 | ||
The fabricator/manufacturer/facility name | Valero | Transportation Laboratory (TL) Number | 779008 |
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 | Not set | |
Time of sample | Not set | HMA Supplier | Not set |
Certified Asphalt Supplier | Not set | Multigrade | Not set |
Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2020-11-02-11
DIME Test ID: 2020-11-02-11-6
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: 2020-11-13
Test Results
Input Type: Measured
Tester's full name: Sunday Agude
Date of test: 11/12/2020
Minimum test bath temperature at 240 s: no data
Maximum test bath temperature at 240 s: no data
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: 72.200 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.382
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/13/2020 ✔