Summary for Test 2022-08-19-35-4
Test performed: AASHTO T313-22Project Information
Project Identifiers | Project ID: 993572 DEA: 061C5004 EFIS: 0621000172 |
---|---|
DIST-CO-RTE-PM | 06-MAD-145-17.5/25.5 |
Award Date | 04/21/2022 |
Closeout Date | 04/24/2023 |
Work Description | RHMA AND HMA PAVING, MODIFY SIGNAL AND LIGHTING SYSTEMS. |
Location Description | MADERA COUNTY NEAR MADERA FROM 0.9 MILE SOUTH OF COTTONWOOD CREEK BRIDGE TO ROUTE 41 |
QA Service Level | 1 (Verified on 02/22/2022) |
Sample Information
Sample Taken Date | 08/19/2022 | Sample Unique Key | 35 |
---|---|---|---|
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 | 08/26/2022 |
Sample type | Acceptance | A brief description of the sample | PG64-16 virgin |
The quantity of what the sample constitutes | 1 CAN | From where was the sample collected | Source |
First name of sampler or witnessed by | G | Last name of sampler or witnessed by | Litt |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | San Joaquin Refining Co Inc | Transportation Laboratory (TL) Number | 039525 |
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 | HMA Supplier | ||
Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | Yes |
Multigrade Type | PG 64-16 / PG 64-10 | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2022-08-19-35
DIME Test ID: 2022-08-19-35-4
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: 2022-09-09
Test Results
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 09/06/2022
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: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 233.000 mPa
Estimated Stiffness Modulus 60.0 s: 233.000 mPa
Difference between stiffness moduli 60.0 s: 0.00 %
Estimated m-value 60.0 s: 0.379
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 9/9/2022 ✔