Summary for Test 2021-07-29-28-5
Test performed: AASHTO T313-19Project Information
Project Identifiers | Project ID: 215341 DEA: 101J1204 EFIS: 1018000150 |
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DIST-CO-RTE-PM | 10-MER-33-R0.0/L5.7 |
Award Date | 01/29/2021 |
Closeout Date | 03/02/2022 |
Work Description | COLD PLANE ASPHALT CONCRETE AND PLACE HOT MIX ASPHALT. |
Location Description | MERCED COUNTY IN AND NEAR DOS PALOS FROM FRESNO COUNTY LINE TO 0.1 MILE NORTH OF EAST JUNCTION ROUTE 152 |
QA Service Level | 1 (Verified on 11/30/2020) |
Sample Information
Sample Taken Date | 07/29/2021 | Sample Unique Key | 28 |
---|---|---|---|
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 | 08/11/2021 |
Sample type | Acceptance | A brief description of the sample | PG64-16 |
The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | M | Last name of sampler or witnessed by | Cozad |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Teichert Santa Fe Winton | Transportation Laboratory (TL) Number | 034237 |
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 | Lot number | 1 | |
Sublot number | 4 | Tank number | 16 |
Time of sample | 12:54am | HMA Supplier | |
Certified Asphalt Supplier | Pacific Northwest Oil - Stockton CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-07-29-28
DIME Test ID: 2021-07-29-28-5
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: 2021-08-26
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 08/18/2021
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: 1003.0 mN
Beam deflection 60.0 s: 1.290 µm
Measured Stiffness Modulus 60.0 s: 62.700 mPa
Estimated Stiffness Modulus 60.0 s: 62.600 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.407
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 8/26/2021 ✔