Summary for Test 2023-09-18-85-4
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 994555 DEA: 032G7504 EFIS: 0322000154 |
|---|---|
| DIST-CO-RTE-PM | 03-GLE-45-7.0/23.2 |
| Award Date | 06/01/2023 |
| Closeout Date | 01/22/2025 |
| Work Description | FULL AND PARTIAL DEPTH RECYCLING, PLACE RHMA. |
| Location Description | GLENN COUNTY NEAR HAMILTON CITY FROM 4.4 MILES SOUTH TO 1.4 MILES NORTH OF BAYLISS BLUE GUM ROAD AND FROM 3.5 MILES SOUTH TO 2.5 MILES NORTH OF STONY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/15/2023) |
Sample Information
| Sample Taken Date | 09/18/2023 | Sample Unique Key | 85 |
|---|---|---|---|
| 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 | 10/14/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 1/2 RHMA PG 64-16 |
| The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Brad | Last name of sampler or witnessed by | mikhail |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Knife River Construction - Orland Plant | Transportation Laboratory (TL) Number | 802144 |
| 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 | 1 |
| Sublot number | 2 | Tank number | |
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Pacific Northwest Oil - Stockton CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2023-09-18-85
DIME Test ID: 2023-09-18-85-4
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: 2023-10-25
Test Results
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 10/25/2023
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: 91.200 MPa
Estimated Stiffness Modulus 60.0 s: 91.200 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.369
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 10/25/2023 ✔