Summary for Test 2020-05-28-27-6
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 214516 DEA: 024H2404 EFIS: 0218000098 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-32.0/38.0,53.7/63.8 |
| Award Date | 12/23/2019 |
| Closeout Date | 02/18/2021 |
| Work Description | PLACE HMA (TYPE A) OVERLAY, SHOULDER BACKING, AND TRAFFIC STRIPE. |
| Location Description | TRINITY COUNTY NEAR WEAVERVILLE FROM 0.4 MILE NORTH OF BROWNS RANCH ROAD TO 0.1 MILE NORTH OF RUSH CREEK ROAD AND FROM EAST FORK STUART BRIDGE TO 2.4 MILES NORTH OF EL DORADO WAY |
| QA Service Level | 1 (Verified on 01/22/2020) |
Sample Information
| Sample Taken Date | 05/28/2020 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 06/25/2020 |
| Sample type | Acceptance | A brief description of the sample | Asphalt Binder |
| The quantity of what the sample constitutes | 1 Can, #3 Test (852741) | From where was the sample collected | Source |
| First name of sampler or witnessed by | Devin | Last name of sampler or witnessed by | Owens |
| Title of sampler | Inspector | Telephone number of sampler | |
| Laboratory sample identification | AB206066 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Valero - Benicia, CA | Transportation Laboratory (TL) Number | 852741 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 58-34 M |
|---|---|---|---|
| Modified | Yes | Lot number | |
| Sublot number | Tank number | Not set | |
| Time of sample | Not set | HMA Supplier | Not set |
| Asphalt Binder 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: 2020-05-28-27
DIME Test ID: 2020-05-28-27-6
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: 2020-08-31
Test Results
Input Type: Measured
Tester's full name: Sunday Agude
Date of test: 08/10/2020
Minimum test bath temperature at 240 s: -24.0 C
Maximum test bath temperature at 240 s: -23.9 C
Time of test load application: 01:54:28 HH:MM:SS
File name of test data: 20082705
Time beam in bath: 60
Time test started: 01:54:28 HH:MM:SS
Flags issued by software during test: no data
Correlation coefficient (R²): 0.999976
Regression coefficient a: 2.5500
Regression coefficient b: -0.2370
Regression coefficient c: -0.0168
Load at time 0.0: 34.0 mN
Deflection at time 0.0 s: 0.000 µm
Load at time 0.5 s: 965.0 mN
Deflection at time 0.5 s: 0.185 µm
Load at 60.0 s: 965.0 mN
Beam deflection 60.0 s: 0.653 µm
Measured Stiffness Modulus 60.0 s: 119.000 mPa
Estimated Stiffness Modulus 60.0 s: 120.000 mPa
Difference between stiffness moduli 60.0 s: 0.84 %
Estimated m-value 60.0 s: 0.296
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/31/2020 ✔