Summary for Test 2021-09-02-27-5
Test performed: AASHTO T313-19Project Information
Project Identifiers | Project ID: 215600 DEA: 010H4604 EFIS: 0117000226 |
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DIST-CO-RTE-PM | 01-LAK-175-0.2/0.4 |
Award Date | 05/21/2021 |
Closeout Date | 10/27/2021 |
Work Description | ROADWAY EXCAVATION WITH CLASS 2 AGGREGATE BASE AND HMA (TYPE A). |
Location Description | LAKE COUNTY ABOUT 10 MILES EAST OF HOPLAND FROM 0.2 MILE EAST OF THE MENDOCINO COUNTY LINE TO 0.4 MILE EAST OF THE MENDOCINO COUNTY LINE |
QA Service Level | 1 (Verified on 04/07/2021) |
Sample Information
Sample Taken Date | 09/02/2021 | Sample Unique Key | 27 |
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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 | 09/09/2021 |
Sample type | Acceptance | A brief description of the sample | PG58-22 |
The quantity of what the sample constitutes | 1 can | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Thomas | Last name of sampler or witnessed by | Life |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite | Transportation Laboratory (TL) Number | c005761 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 58-22 |
---|---|---|---|
Modified | No | Lot number | |
Sublot number | Tank number | ||
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-09-02-27
DIME Test ID: 2021-09-02-27-5
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: 2021-09-24
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 09/22/2021
Minimum test bath temperature at 240 s: -12.0 C
Maximum test bath temperature at 240 s: -12.0 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: 988.0 mN
Beam deflection 60.0 s: 0.703 µm
Measured Stiffness Modulus 60.0 s: 113.000 mPa
Estimated Stiffness Modulus 60.0 s: 113.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.368
General comments (publicly viewable) (Max 1000 characters): per 2018 standard specifications
Test was verified on 9/24/2021 ✔