Summary for Test 2022-07-18-54-4
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 993570 DEA: 051N6304 EFIS: 0521000069 |
|---|---|
| DIST-CO-RTE-PM | 05-SCR-1-20.2/30.0 |
| Award Date | 04/21/2022 |
| Closeout Date | 01/18/2023 |
| Work Description | OVERLAY EXISTING ROADWAY WITH RHMA-G (BWC). |
| Location Description | SANTA CRUZ COUNTY IN AND NEAR SANTA CRUZ FROM 0.1 MILE NORTH OF WESTERN DRIVE TO 0.1 MILE SOUTH OF DAVENPORT LANDING ROAD |
| QA Service Level | 1 (Verified on 03/28/2022) |
Sample Information
| Sample Taken Date | 07/18/2022 | Sample Unique Key | 54 |
|---|---|---|---|
| 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 | 08/02/2022 |
| Sample type | Acceptance | A brief description of the sample | PG 64-10 |
| The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | A | Last name of sampler or witnessed by | Juan |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | AR Wilson Quarry Aromas | Transportation Laboratory (TL) Number | 071822 |
| 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 | 1 |
| Sublot number | 5 | Tank number | |
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-07-18-54
DIME Test ID: 2022-07-18-54-4
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: 2022-09-02
Test Results
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 09/02/2022
Minimum test bath temperature at 240 s: 0.0 C
Maximum test bath temperature at 240 s: 0.0 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: 144.000 mPa
Estimated Stiffness Modulus 60.0 s: 143.000 mPa
Difference between stiffness moduli 60.0 s: -0.69 %
Estimated m-value 60.0 s: 0.458
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/2/2022 ✔