Summary for Test 2021-09-20-61-4
Test performed: AASHTO T313-19Project Information
Project Identifiers | Project ID: 215638 DEA: 09387904 |
---|---|
DIST-CO-RTE-PM | 09-INY-190-111.6/126.1 |
Award Date | 05/12/2021 |
Closeout Date | 01/18/2022 |
Work Description | PLACE HMA OVER EXISTING PAVEMENT. |
Location Description | INYO COUNTY NEAR FURNACE CREEK FROM 0.1 MILE WEST OF BAD WATER ROAD TO 3.6 MILES EAST OF DANTE'S VIEW ROAD |
QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
Sample Taken Date | 09/20/2021 | Sample Unique Key | 61 |
---|---|---|---|
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 | 10/25/2021 |
Sample type | Acceptance | A brief description of the sample | TEST Asphalt Binder, NO TEST 9/21, 9/22, 9/23 |
The quantity of what the sample constitutes | 2 CANS | From where was the sample collected | Source |
First name of sampler or witnessed by | WULFENSTEIN | Last name of sampler or witnessed by | WULFENSTEIN |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Ergon | Transportation Laboratory (TL) Number | 995107 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 70-10 |
---|---|---|---|
Modified | Lot number | ||
Sublot number | Tank number | ||
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | Ergon Asphalt & Emulsions Incorporated - Las Vegas NV | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-09-20-61
DIME Test ID: 2021-09-20-61-4
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: 2021-11-05
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 11/04/2021
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: 979.0 mN
Beam deflection 60.0 s: 1.066 µm
Measured Stiffness Modulus 60.0 s: 74.000 mPa
Estimated Stiffness Modulus 60.0 s: 74.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.400
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specifications
Test was verified on 11/5/2021 ✔