Summary for Test 2021-07-21-32-5
Test performed: AASHTO T313-19Project Information
Project Identifiers | Project ID: 214919 DEA: 060U4504 EFIS: 0615000298 |
---|---|
DIST-CO-RTE-PM | 06-FRE-168-18.6/T25.5 |
Award Date | 06/16/2020 |
Closeout Date | 07/29/2022 |
Work Description | COLD PLANE AC PAVEMENT AND HOT MIX ASPHALT RESURFACING. |
Location Description | FRESNO COUNTY NEAR PRATHER FROM 0.1 MILE EAST OF SAMPLE ROAD TO OAK CREEK ROAD |
QA Service Level | 1 (Verified on 04/21/2020) |
Sample Information
Sample Taken Date | 07/21/2021 | Sample Unique Key | 32 |
---|---|---|---|
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 | 07/30/2021 |
Sample type | Department Acceptance | A brief description of the sample | PG 64-16 |
The quantity of what the sample constitutes | 1 can | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Jose | Last name of sampler or witnessed by | L |
Title of sampler | Consultant | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | San Joaquin Refinery | Transportation Laboratory (TL) Number | c039810 |
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 | ||
Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-07-21-32
DIME Test ID: 2021-07-21-32-5
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: 2021-08-10
Test Results
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 08/04/2021
Minimum test bath temperature at 240 s: -6 C
Maximum test bath temperature at 240 s: -5.9 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: 178 mPa
Estimated Stiffness Modulus 60.0 s: 178 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.38
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 8/10/2021 ✔