Summary for Test 2020-06-29-28-6
Test performed: AASHTO T313-19Project Information
Project Identifiers | Project ID: 214322 DEA: 021H74U4 EFIS: 0218000043 |
---|---|
DIST-CO-RTE-PM | 02-TEH-36-87.8/89.1 |
Award Date | 10/11/2019 |
Closeout Date | 09/23/2020 |
Work Description | CURVE REALIGNMENT AND EXTENDING THE TRUCK CLIMBING LANE. |
Location Description | TEHAMA COUNTY NEAR MINERAL FROM 0.1 MILE TO 1.5 MILES EAST OF ROUTE 89 |
QA Service Level | 1 (Verified on 09/16/2019) |
Sample Information
Sample Taken Date | 06/29/2020 | Sample Unique Key | 28 |
---|---|---|---|
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 | 07/07/2020 |
Sample type | Department Acceptance | A brief description of the sample | TEST Asphalt Binder |
The quantity of what the sample constitutes | 1 can, #2 Test | From where was the sample collected | Source |
First name of sampler or witnessed by | C | Last name of sampler or witnessed by | Bryant |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Marathon | Transportation Laboratory (TL) Number | 853466 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 64-28 M |
---|---|---|---|
Modified | Yes | Lot number | 0 |
Sublot number | 0 | 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: 2020-06-29-28
DIME Test ID: 2020-06-29-28-6
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: 2020-09-23
Test Results
Input Type: Measured
Tester's full name: Sunday Agude
Date of test: 07/17/2020
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: 247.000 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.306
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/23/2020 ✔