Summary for Test 2025-06-08-14-4
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 1000509 DEA: 010H6004 EFIS: 0117000240 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN-1-33.7/R51.0 |
| Award Date | 11/25/2024 |
| Closeout Date | Not set |
| Work Description | HMA, RHMA, COLD PLANE, GUARDRAIL, AND DELINEATION. |
| Location Description | MENDOCINO COUNTY NEAR ELK FROM 0.1 MILE NORTH OF GREENWOOD CREEK BRIDGE TO 0.2 MILE NORTH OF LITTLE LAKE ROAD AT MENDOCINO |
| QA Service Level | 1 (Verified on 09/20/2024) |
Sample Information
| Sample Taken Date | 06/08/2025 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 06/17/2025 |
| Sample type | Verification | A brief description of the sample | PG 58-22 "JMF" |
| The quantity of what the sample constitutes | 1 Quart | From where was the sample collected | Source |
| First name of sampler or witnessed by | Felipe | Last name of sampler or witnessed by | Damian |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite - Ukiah | Transportation Laboratory (TL) Number | C778801 |
| 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 58-22 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | Granite Ukiah | |
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2025-06-08-14
DIME Test ID: 2025-06-08-14-4
Testing Lab: Atlas - Denver
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: 2025-07-09
Test Results
Input Type: Measured
Tester's full name: Atlas
Date of test: 07/02/2025
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: no data
Estimated Stiffness Modulus 60.0 s: 140.000 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.364
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 7/9/2025 ✔