Summary for Test 2022-06-16-34-4
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 993603 DEA: 051N7004 EFIS: 0521000081 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-166-16.0/21.0 |
| Award Date | 04/22/2022 |
| Closeout Date | 03/28/2023 |
| Work Description | PARTIAL DEPTH RECYCLING AND OVERLAY WITH RHMA (GAP GRADED). |
| Location Description | SAN LUIS OBISPO COUNTY ABOUT 8 MILES EAST OF SANTA MARIA FROM 0.5 MILE WEST OF HUASNA RIVER BRIDGE TO 1.9 MILES WEST OF CUYAMA RIVER BRIDGE. |
| QA Service Level | 1 (Verified on 03/28/2022) |
Sample Information
| Sample Taken Date | 06/16/2022 | Sample Unique Key | 34 |
|---|---|---|---|
| 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 | 06/24/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4 hma-g w/ LIME PG64-10 |
| The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Source |
| First name of sampler or witnessed by | _ | Last name of sampler or witnessed by | Papich |
| Title of sampler | QC | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Sierra Pacific Materials | Transportation Laboratory (TL) Number | |
| 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 64-10 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-06-16-34
DIME Test ID: 2022-06-16-34-4
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2022-07-06
Test Results
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 07/01/2022
Minimum test bath temperature at 240 s: 0.0 C
Maximum test bath temperature at 240 s: 0.0 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: 982.0 mN
Beam deflection 60.0 s: 0.593 µm
Measured Stiffness Modulus 60.0 s: 133.000 mPa
Estimated Stiffness Modulus 60.0 s: 133.000 mPa
Difference between stiffness moduli 60.0 s: 0 %
Estimated m-value 60.0 s: 0.483
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/6/2022 ✔