Summary for Test 2022-09-14-91-4
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 993299 DEA: 022J3904 EFIS: 0221000073 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-44-45.5/51.6 |
| Award Date | 11/16/2021 |
| Closeout Date | 11/23/2022 |
| Work Description | HMA OVERLAY, REPLACE AC SURFACING AND SHOULDER BACKING. |
| Location Description | SHASTA COUNTY NEAR VIOLA FROM 3.0 MILES EAST OF DEER FLAT ROAD TO 0.5 MILE EAST OF BRIDGE CREEK ROAD |
| QA Service Level | 1 (Verified on 10/18/2021) |
Sample Information
| Sample Taken Date | 09/14/2022 | Sample Unique Key | 91 |
|---|---|---|---|
| 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 | 07/25/2023 |
| Sample type | Department Acceptance | A brief description of the sample | pg 58-34m |
| The quantity of what the sample constitutes | 1 of 1 can | From where was the sample collected | Source |
| First name of sampler or witnessed by | c | Last name of sampler or witnessed by | rogers |
| Title of sampler | plant inspector | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | north state asphalt | Transportation Laboratory (TL) Number | 852751 |
| 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 58-34 M |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| 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: 2022-09-14-91
DIME Test ID: 2022-09-14-91-4
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: 2026-04-06
Test Results
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 08/07/2023
Minimum test bath temperature at 240 s: -24.1 C
Maximum test bath temperature at 240 s: -23.9 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: 958.0 mN
Beam deflection 60.0 s: 1.023 µm
Measured Stiffness Modulus 60.0 s: 76.300 MPa
Estimated Stiffness Modulus 60.0 s: 76.300 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.306
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 4/6/2026 ✔