Summary for Test 2024-06-10-61-5
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 994686 DEA: 051K4604 EFIS: 0518000210 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-46-29.7/32.2 |
| Award Date | 09/01/2023 |
| Closeout Date | 04/01/2025 |
| Work Description | COLD PLANE, PLACE HMA, RHMA, CONC PVMT, MODIFY SIGNAL AND LIGHTING. |
| Location Description | SAN LUIS OBISPO COUNTY IN PASO ROBLES FROM 300 FEET WEST OF ROUTE 101/46 SEPARATION TO 0.1 MILE EAST OF AIRPORT ROAD |
| QA Service Level | 1 (Verified on 04/18/2023) |
Sample Information
| Sample Taken Date | 06/10/2024 | Sample Unique Key | 61 |
|---|---|---|---|
| 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 | 06/12/2024 |
| Sample type | Acceptance | A brief description of the sample | Asphalt binder SPM-TEM |
| The quantity of what the sample constitutes | 2 cans of Asphalt Binder | From where was the sample collected | Source |
| First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | SPM |
| Title of sampler | QC | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | SPM | Transportation Laboratory (TL) Number | C941732 |
| 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 64-16 |
|---|---|---|---|
| Modified | No | Lot number | 3 |
| Sublot number | 1 | Tank number | |
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2024-06-10-61
DIME Test ID: 2024-06-10-61-5
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: 2024-06-19
Test Results
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 06/18/2024
Minimum test bath temperature at 240 s: -6.1 C
Maximum test bath temperature at 240 s: -5.9 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: 254.000 MPa
Estimated Stiffness Modulus 60.0 s: 254.000 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.371
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 6/19/2024 ✔