Summary for Test 2020-08-22-5-6
Test performed: AASHTO T313-19Project Information
| Project Identifiers | Project ID: 214882 DEA: 022H9904 EFIS: 0217000045 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-44-51.6/52.2 |
| Award Date | 05/27/2020 |
| Closeout Date | 09/23/2020 |
| Work Description | ROADWAY EXCAVATION, AGGREGATE BASE & HOT MIX ASPHALT. |
| Location Description | SHASTA COUNTY NEAR VIOLA FROM 0.4 MILE EAST TO 1.1 MILES EAST OF BRIDGE CREEK ROAD |
| QA Service Level | 1 (Verified on 05/26/2020) |
Sample Information
| Sample Taken Date | 08/22/2020 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 08/28/2020 |
| Sample type | Acceptance | A brief description of the sample | AB PG 58-34M |
| The quantity of what the sample constitutes | 1 Can #1 TEST, #2(851365) No Test | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | D | Last name of sampler or witnessed by | Harper |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | JF Shea Fawndale | Transportation Laboratory (TL) Number | 851364 |
| 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 | Yes | Lot number | |
| Sublot number | Tank number | Not set | |
| Time of sample | Not set | HMA Supplier | Not set |
| Asphalt Binder Supplier | Not set | Multigrade | Not set |
| Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-08-22-5
DIME Test ID: 2020-08-22-5-6
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: 2020-09-25
Test Results
Input Type: Measured
Tester's full name: Sunday Agude
Date of test: 08/29/2020
Minimum test bath temperature at 240 s: no data
Maximum test bath temperature at 240 s: no data
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: 98.700 mPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.303
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/25/2020 ✔