Summary for Test 2020-07-15-44-6
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 210618 DEA: 06342534 EFIS: 0600000382 COOP: 061616A2 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-180-R74.1/R78.6 |
| Award Date | 04/05/2017 |
| Closeout Date | 07/06/2021 |
| Work Description | CONSTRUCT SEGMENT 3 OF KINGS CANYON EXPRESSWAY |
| Location Description | FRESNO COUNTY ABOUT 8.4 MILES EAST OF FRESNO FROM 0.7 MILE WEST OF SMITH AVENUE TO 0.7 MILE EAST OF FRANKWOOD AVENUE |
| QA Service Level | 1 (Verified on 07/10/2017) |
Sample Information
| Sample Taken Date | 07/15/2020 | Sample Unique Key | 44 |
|---|---|---|---|
| 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 | 07/17/2020 |
| Sample type | Acceptance | A brief description of the sample | TEST Asphalt Binder |
| The quantity of what the sample constitutes | 1 can, #1 TEST (040158) | From where was the sample collected | Source |
| First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Unknown |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 040158 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 70-10 |
|---|---|---|---|
| Modified | No | Lot number | 1 |
| Sublot number | 6 | Tank number | Not set |
| Time of sample | Not set | HMA Supplier | Not set |
| Certified Asphalt Supplier | Not set | Multigrade | Not set |
| Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-07-15-44
DIME Test ID: 2020-07-15-44-6
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: 2020-09-30
Test Results
Input Type: Measured
Tester's full name: Sunday Agude
Date of test: 07/31/2020
Minimum test bath temperature at 240 s: no data
Maximum test bath temperature at 240 s: no data
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: 275.000 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.376
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/30/2020 ✔