Summary for Test 2023-07-31-71-4
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 995084 DEA: 101P4904 EFIS: 1022000129 |
|---|---|
| DIST-CO-RTE-PM | 10-ALP-89-0.0/10.2, 21.4/24.0 |
| Award Date | 01/27/2023 |
| Closeout Date | 11/27/2023 |
| Work Description | Cold plane existing asphalt pavement and resurface with HMA. |
| Location Description | IN ALPINE COUNTY NEAR MARKLEEVILLE FROM MONO COUNTY LINE TO 0.2 MILE NORTH OF ROUTE 4 AND FROM ROUTE 88 TO EL DORADO COUNTY LINE |
| QA Service Level | 1 (Verified on 08/17/2023) |
Sample Information
| Sample Taken Date | 07/31/2023 | Sample Unique Key | 71 |
|---|---|---|---|
| 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 | 08/15/2023 |
| Sample type | Department Acceptance | A brief description of the sample | PG 58-34 M |
| The quantity of what the sample constitutes | 1 of 2 cans | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | T | Last name of sampler or witnessed by | Trefz |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Road & Highway Builders Sparks | Transportation Laboratory (TL) Number | 080010 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 58-34 M |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Marathon Petroleum Company LP (formerly: Western Refining) - Phoenix AZ | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2023-07-31-71
DIME Test ID: 2023-07-31-71-4
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: 2023-08-24
Test Results
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 08/23/2023
Minimum test bath temperature at 240 s: -24.1 C
Maximum test bath temperature at 240 s: -24.0 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: 228.000 mPa
Estimated Stiffness Modulus 60.0 s: 228.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.307
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 8/24/2023 ✔