Summary for Test 2021-09-21-58-4
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 215680 DEA: 010K4804 EFIS: 0120000102 |
|---|---|
| DIST-CO-RTE-PM | 01-LAK-20-0.7/5.2,5.9/8.2 |
| Award Date | 06/16/2021 |
| Closeout Date | 04/26/2022 |
| Work Description | RHMA OVERLAY, COLD PLANE AC PAVEMENT AND PRECOATED AGGREGATE. |
| Location Description | LAKE COUNTY NEAR UPPER LAKE FROM 0.1 MILE WEST OF BLUE LAKES ROAD TO 0.4 MILE WEST OF WITTER SPRINGS ROAD AND FROM 0.1 MILE EAST OF BACHELOR CREEK BRIDGE TO 0. 1 MILE WEST OF ROUTE 29 |
| QA Service Level | 1 (Verified on 04/28/2021) |
Sample Information
| Sample Taken Date | 09/21/2021 | Sample Unique Key | 58 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/14/2021 | Sample type | Department Acceptance |
| A brief description of the sample | 64-16 | The quantity of what the sample constitutes | 1 CAN |
| From where was the sample collected | Source | First name of sampler or witnessed by | K |
| Last name of sampler or witnessed by | Poulter | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Rock | |
| Transportation Laboratory (TL) Number | 934721 | 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 | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | Granite Construction - Ukiah | |
| Certified Asphalt Supplier | Granite Construction - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set | |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2021-09-21-58
DIME Test ID: 2021-09-21-58-4
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: 2021-12-21
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 12/21/2021
Minimum test bath temperature at 240 s: -6.0 C
Maximum test bath temperature at 240 s: -6.0 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: 962.0 mN
Beam deflection 60.0 s: 1.893 µm
Measured Stiffness Modulus 60.0 s: 41.000 mPa
Estimated Stiffness Modulus 60.0 s: 41.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.411
General comments (publicly viewable) (Max 1000 characters): per 2018 standard specification
Test was verified on 12/21/2021 ✔