Summary for Test 2023-10-30-47-4
Test performed: AASHTO T313-22
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Project Information
| Project Identifiers | Project ID: 994264 DEA: 010H20U4 EFIS: 0122000085 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-101-77.3/79.5 |
| Award Date | 12/15/2022 |
| Closeout Date | Not set |
| Work Description | Project Name: 5th Street Combine (Description of Work: Minor Concrete, Modify Signal and HMA) |
| Location Description | HUMBOLDT COUNTY IN EUREKA AT VARIOUS LOCATIONS FROM MCCULLENS AVENUE TO 0.1 MILE NORTH OF V STREET AND WEST AVENUE NORTHBOUND |
| QA Service Level | 1 (Verified on 09/29/2022) |
Sample Information
| Sample Taken Date | 10/30/2023 | Sample Unique Key | 47 |
|---|---|---|---|
| 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 | 11/06/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 1 can of PG 58-22 binder |
| The quantity of what the sample constitutes | 1 can of binder | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Jayce | Last name of sampler or witnessed by | Brown |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 23-318 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Mercer Fraser Plant B | Transportation Laboratory (TL) Number | |
| 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 | Mercer Fraser Plant B | |
| 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: 2023-10-30-47
DIME Test ID: 2023-10-30-47-4
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: -12.0 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: 113.000 MPa
Estimated Stiffness Modulus 60.0 s: 113.000 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.311
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 11/21/2023 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.