Summary for Test 2021-08-25-37-5
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 | 08/25/2021 | Sample Unique Key | 37 |
|---|---|---|---|
| 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 | 09/07/2021 |
| Sample type | Department Acceptance | A brief description of the sample | Asphalt Rubber Binder |
| The quantity of what the sample constitutes | 1 of 2 cans | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | J | Last name of sampler or witnessed by | Kort |
| Title of sampler | CONSTR INSP | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | George Reed - Clements Plant | Transportation Laboratory (TL) Number | C035044 |
| 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 | 1 | Tank number | |
| Time of sample | HMA Supplier | George Reed - Clements | |
| Certified Asphalt Supplier | VSS Emultech - West Sacramento CA | Multigrade | Yes |
| Multigrade Type | PG 64-16 / PG 64-10 | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-08-25-37
DIME Test ID: 2021-08-25-37-5
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: 2021-09-20
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 09/15/2021
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: 995.0 mN
Beam deflection 60.0 s: 1.742 µm
Measured Stiffness Modulus 60.0 s: 46.500 mPa
Estimated Stiffness Modulus 60.0 s: 46.400 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.409
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specification
Test was verified on 9/20/2021 ✔