Summary for Test 2021-07-09-10-5
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 215296 DEA: 031F1504 EFIS: 0300001101 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-50-R7.7/R9.5 |
| Award Date | 02/05/2021 |
| Closeout Date | 10/04/2022 |
| Work Description | PLACE HMA, RHMA, AGGREGATE BASE AND FIBER OPTIC SYSTEM. |
| Location Description | SACRAMENTO COUNTY IN AND NEAR RANCHO CORDOVA FROM BRADSHAW ROAD OVERCROSSING TO MATHER FIELD OVERCROSSING |
| QA Service Level | 1 (Verified on 11/30/2020) |
Sample Information
| Sample Taken Date | 07/09/2021 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 07/13/2021 |
| Sample type | Department Acceptance | A brief description of the sample | PG 64-16 Asphalt Binder |
| The quantity of what the sample constitutes | 1 CAN | From where was the sample collected | Source |
| First name of sampler or witnessed by | JESSICA | Last name of sampler or witnessed by | SHEFFIELD |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Teichert Perkins Batch Plant | Transportation Laboratory (TL) Number | 849105 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | Teichert Perkins | |
| Certified Asphalt Supplier | Western Emulsions - White City Emulsion Plant - White City OR | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-07-09-10
DIME Test ID: 2021-07-09-10-5
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: 2021-07-22
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 07/16/2021
Minimum test bath temperature at 240 s: -6 C
Maximum test bath temperature at 240 s: -6 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 mN
Deflection at time 0.0 s: 0 µm
Load at time 0.5 s: 0 mN
Deflection at time 0.5 s: 0 µm
Load at 60.0 s: 0 mN
Beam deflection 60.0 s: 0 µm
Measured Stiffness Modulus 60.0 s: 189 mPa
Estimated Stiffness Modulus 60.0 s: 188 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.328
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard specs
Test was verified on 7/22/2021 ✔