Summary for Test 2022-08-16-53-4
Test performed: AASHTO T313-22Project Information
Project Identifiers | Project ID: 993505 DEA: 022J4404 EFIS: 0221000078 |
---|---|
DIST-CO-RTE-PM | 02-LAS-139-38.0/43.0 |
Award Date | 03/07/2022 |
Closeout Date | 05/24/2023 |
Work Description | REPLACE AC SURFACING, ASPHALT RUBBER BINDER, SEAL COAT & HMA OVERLAY. |
Location Description | LASSEN COUNTY ABOUT 37 MILES NORTH OF SUSANVILLE FROM 4.3 MILES NORTH OF SOUTH GRASSHOPPER ROAD TO 0. 2 MILE SOUTH OF TERMO GRASSHOPPER ROAD |
QA Service Level | 1 (Verified on 01/18/2022) |
Sample Information
Sample Taken Date | 08/16/2022 | Sample Unique Key | 53 |
---|---|---|---|
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 | 08/29/2022 |
Sample type | Department Acceptance | A brief description of the sample | 64-16 |
The quantity of what the sample constitutes | 2 Cans | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | _ | Last name of sampler or witnessed by | _ |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Albina and American Pavement Systems | Transportation Laboratory (TL) Number | |
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 | 1300 | HMA Supplier | |
Certified Asphalt Supplier | Albina Asphalt - Klamath Falls Plant - Klamath Falls OR | Multigrade | Yes |
Multigrade Type | PG 64-16 / PG 64-10 | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2022-08-16-53
DIME Test ID: 2022-08-16-53-4
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2022-09-13
Test Results
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 09/13/2022
Minimum test bath temperature at 240 s: -6.0 C
Maximum test bath temperature at 240 s: -5.9 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: 994.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 82.600 mPa
Estimated Stiffness Modulus 60.0 s: 82.700 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.383
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 9/13/2022 ✔