Summary for Test 2020-09-29-40-6
Test performed: AASHTO T313-19Project Information
Project Identifiers | Project ID: 212777 DEA: 021H1104 EFIS: 0215000106 |
---|---|
DIST-CO-RTE-PM | 02-LAS-299-25.58/25.58 |
Award Date | 12/04/2019 |
Closeout Date | 08/14/2023 |
Work Description | BUILDING WORK. |
Location Description | LASSEN COUNTY ABOUT 11 MILES EAST OF BIEBER AT THE ADIN MAINTENANCE STATION |
QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
Sample Taken Date | 09/29/2020 | Sample Unique Key | 40 |
---|---|---|---|
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 | 10/09/2020 |
Sample type | Acceptance | A brief description of the sample | AB PG 64-28M #1 Test, No Test #2(036754), #3(036755),#4(036756), |
The quantity of what the sample constitutes | 1 can | From where was the sample collected | Source |
First name of sampler or witnessed by | dorell | Last name of sampler or witnessed by | harper |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Albina - Klamath Falls, OR | Transportation Laboratory (TL) Number | 036753 |
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 | |
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: 2020-09-29-40
DIME Test ID: 2020-09-29-40-6
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: 2020-10-13
Test Results
Input Type: Measured
Tester's full name: Sunday Agude
Date of test: 10/12/2020
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: 188.000 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.335
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standards and Specifications
Test was verified on 10/13/2020 ✔