Summary for Test 2021-09-26-4-4
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 215615 DEA: 101L2304 EFIS: 1020000163 |
|---|---|
| DIST-CO-RTE-PM | 10-SJ-4-5.4/13.4 |
| Award Date | 05/05/2021 |
| Closeout Date | 01/31/2022 |
| Work Description | COLD PLANE ASPHALT CONCRETE PAVEMENT AND RESURFACE WITH HMA AND RHMA. |
| Location Description | SAN JOAQUIN COUNTY NEAR STOCKTON FROM 1 MILE EAST OF MIDDLE RIVER BRIDGE TO 0.1 MILE WEST OF JOHN TURK ROAD |
| QA Service Level | 1 (Verified on 04/21/2021) |
Sample Information
| Sample Taken Date | 09/26/2021 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/07/2021 | Sample type | Department Acceptance |
| A brief description of the sample | 64-28M | The quantity of what the sample constitutes | 1 can |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | J |
| Last name of sampler or witnessed by | Kort | Title of sampler | Inspector |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | George Reed - Clements Plant | |
| Transportation Laboratory (TL) Number | 21H4AC-JK | 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 64-28 M |
|---|---|---|---|
| Modified | Yes | 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 | |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2021-09-26-4
DIME Test ID: 2021-09-26-4-4
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: 2021-10-22
Test Results
Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 10/21/2021
Minimum test bath temperature at 240 s: -18.0 C
Maximum test bath temperature at 240 s: -18.0 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: 45.000 mPa
Estimated Stiffness Modulus 60.0 s: 45.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.305
General comments (publicly viewable) (Max 1000 characters): 2018 per standard specifications
Test was verified on 10/22/2021 ✔