Summary for Test 2022-07-17-11-4
Test performed: AASHTO T313-19Project 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 | 07/17/2022 | Sample Unique Key | 11 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/02/2022 | Sample type | Department 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 | 071722 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-10 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | 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 | |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2022-07-17-11
DIME Test ID: 2022-07-17-11-4
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: 2022-08-31
Test Results
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 08/29/2022
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: 161.000 mPa
Estimated Stiffness Modulus 60.0 s: 161.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.474
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 8/31/2022 ✔