Summary for Test 2023-10-14-11-4
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 993121 DEA: 032H62U4 EFIS: 0319000021 |
|---|---|
| DIST-CO-RTE-PM | 03-NEV-20-25.6/39.8 |
| Award Date | 01/28/2022 |
| Closeout Date | 07/15/2025 |
| Work Description | ROADWAY EXCAVATION, HMA (TYPE A) WITH CLASS 2 AB, RCB CULVERT AND RCP. |
| Location Description | NEVADA COUNTY NEAR OMEGA AT VARIOUS LOCATIONS FROM 0.2 MILE WEST OF CONSERVATION ROAD (WASHINGTON RIDGE ROAD) TO 1.2 MILES WEST OF ZEIBRIGHT ROAD |
| QA Service Level | 1 (Verified on 07/26/2021) |
Sample Information
| Sample Taken Date | 10/14/2023 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 10/19/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA |
| The quantity of what the sample constitutes | 2 Oil Cans | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Sergio | Last name of sampler or witnessed by | Tostado |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | 2023-10-14-10 | |
| The fabricator/manufacturer/facility name | Granite Bradshaw | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | SAC-HWY20 OMEGA CRVE REALIGN | Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 58-22 |
|---|---|---|---|
| Modified | Lot number | 4 | |
| Sublot number | 12 | Tank number | |
| Time of sample | HMA Supplier | 100264-Bradshaw HMA plant | |
| Certified Asphalt Supplier | Pacific Northwest Oil - Stockton CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2023-10-14-11
DIME Test ID: 2023-10-14-11-4
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2023-11-21
Test Results
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 11/21/2023
Minimum test bath temperature at 240 s: -12.1 C
Maximum test bath temperature at 240 s: -11.9 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: 101.000 MPa
Estimated Stiffness Modulus 60.0 s: 101.000 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.377
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 11/21/2023 ✔