Summary for Test 2023-08-21-36-4
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 994534 DEA: 010H1604 EFIS: 0117000117 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN-101-R33.7/R43.2 |
| Award Date | 05/04/2023 |
| Closeout Date | Not set |
| Work Description | REPLACE AC SURFACING, PLACE HMA-A, RHMA-G & CONCRETE BARRIER. |
| Location Description | MENDOCINO COUNTY NEAR WILLITS FROM 1.1 MILES NORTH OF WEST ROAD OVERCROSSING TO 0.6 MILE SOUTH OF HAEHL CREEK BRIDGE |
| QA Service Level | 1 (Verified on 04/25/2023) |
Sample Information
| Sample Taken Date | 08/21/2023 | Sample Unique Key | 36 |
|---|---|---|---|
| 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 | 09/01/2023 |
| Sample type | Quality Assurance | A brief description of the sample | PSU - BINDER CAN |
| The quantity of what the sample constitutes | 1 CAN | From where was the sample collected | Source |
| First name of sampler or witnessed by | Riley | Last name of sampler or witnessed by | Melvin |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Valero | Transportation Laboratory (TL) Number | 033182 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
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 Construction 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: 2023-08-21-36
DIME Test ID: 2023-08-21-36-4
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: 2023-09-13
Test Results
Input Type: Measured
Tester's full name: Humberto Ramirez
Date of test: 09/12/2023
Minimum test bath temperature at 240 s: -12.0 C
Maximum test bath temperature at 240 s: -12.0 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: 74.100 mPa
Estimated Stiffness Modulus 60.0 s: 74.200 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.393
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 9/13/2023 ✔