Summary for Test 2022-06-12-7-4
Test performed: AASHTO T313-19Project Information
Project Identifiers | Project ID: 993623 DEA: 022J3704 EFIS: 0221000071 |
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DIST-CO-RTE-PM | 02-SHA-299-50.5/56.5,93.5/99.3 |
Award Date | 04/29/2022 |
Closeout Date | 10/06/2022 |
Work Description | ASPHALT RUBBER BINDER SEAL COAT, COLD PLANE AC PAVEMENT AND HMA. |
Location Description | SHASTA COUNTY NEAR MONTGOMERY CREEK FROM 0.2 MILE WEST OF OAK POINT DRIVE TO OLD BERTAGNA PLACE AND FROM 0.1 MILE EAST OF SIERRA CENTER DRIVE TO LASSEN COUNTY LINE |
QA Service Level | 1 (Verified on 03/18/2022) |
Sample Information
Sample Taken Date | 06/12/2022 | Sample Unique Key | 7 |
---|---|---|---|
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 | 06/30/2022 |
Sample type | Department Acceptance | A brief description of the sample | for chip seal acceptance |
The quantity of what the sample constitutes | 2 cans of binder | From where was the sample collected | Source |
First name of sampler or witnessed by | Lucas | Last name of sampler or witnessed by | Dias |
Title of sampler | 2092028779 | 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 | 24 | |
Time of sample | 1PM | HMA Supplier | |
Certified Asphalt Supplier | Albina Asphalt - Klamath Falls Plant - Klamath Falls OR | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2022-06-12-7
DIME Test ID: 2022-06-12-7-4
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: 2022-07-28
Test Results
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 07/14/2022
Minimum test bath temperature at 240 s: -6.1 C
Maximum test bath temperature at 240 s: 6.0 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: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 71.700 mPa
Estimated Stiffness Modulus 60.0 s: 71.600 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.401
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 7/28/2022 ✔