Summary for Test 2022-05-04-24-4
Test performed: AASHTO T313-19Project Information
Project Identifiers | Project ID: 993507 DEA: 061C3904 EFIS: 0621000164 |
---|---|
DIST-CO-RTE-PM | 06-TUL-198-26.7/33.2 |
Award Date | 03/08/2022 |
Closeout Date | 07/27/2022 |
Work Description | APPLY GAP GRADED RHMA. |
Location Description | TULARE COUNTY IN AND NEAR LEMON COVE FROM 0.2 MILE EAST OF AVENUE 324 TO 0.3 MILE WEST OF HORSE CREEK ROAD |
QA Service Level | 1 (Verified on 01/31/2022) |
Sample Information
Sample Taken Date | 05/04/2022 | Sample Unique Key | 24 |
---|---|---|---|
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 | 05/10/2022 |
Sample type | Acceptance | A brief description of the sample | ASPHALT BINDER |
The quantity of what the sample constitutes | 1 CAN | From where was the sample collected | Other |
First name of sampler or witnessed by | DEER | Last name of sampler or witnessed by | CREEK |
Title of sampler | QC | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | ALBINA ASPHALT CA | Transportation Laboratory (TL) Number | C772548 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 64-10 |
---|---|---|---|
Modified | No | Lot number | |
Sublot number | Tank number | ||
Time of sample | HMA Supplier | DEER CREEK ROCK & ASPHALT | |
Certified Asphalt Supplier | Albina Asphalt - Chowchilla CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2022-05-04-24
DIME Test ID: 2022-05-04-24-4
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: 2022-05-31
Test Results
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 05/25/2022
Minimum test bath temperature at 240 s: -0.1 C
Maximum test bath temperature at 240 s: 0.1 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: 36.000 mPa
Estimated Stiffness Modulus 60.0 s: 36.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.427
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 5/31/2022 ✔