Summary for Test 2021-07-10-4-5
Test performed: AASHTO T313-19Project Information
Project Identifiers | Project ID: 215023 DEA: 060U4704 EFIS: 0615000301 |
---|---|
DIST-CO-RTE-PM | 06-KER,KIN-5-81.7/87.0,0.0/0.3 |
Award Date | 08/12/2020 |
Closeout Date | 06/27/2023 |
Work Description | CONSTRUCT CRCP, JPCP AND INSTALL TRAFFIC MONITORING STATIONS. |
Location Description | KERN AND KINGS COUNTIES NEAR KETTELMAN CITY FROM 0.6 MILE SOUTH OF TWISSELMAN ROAD OVERCROSSING TO 0.3 MILE NORTH OF KERN/KINGS COUNTY LINE |
QA Service Level | 1 (Verified on 06/17/2020) |
Sample Information
Sample Taken Date | 07/10/2021 | Sample Unique Key | 4 |
---|---|---|---|
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 | 07/14/2021 |
Sample type | Department Acceptance | A brief description of the sample | Project Sample |
The quantity of what the sample constitutes | 1 of 1 | From where was the sample collected | Source |
First name of sampler or witnessed by | TRISTIAN | Last name of sampler or witnessed by | TECH |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | San Joaquin Refining Co Inc | Transportation Laboratory (TL) Number | 039876 |
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 | 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: 2021-07-10-4
DIME Test ID: 2021-07-10-4-5
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: 2021-07-23
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 07/22/2021
Minimum test bath temperature at 240 s: 0 C
Maximum test bath temperature at 240 s: 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 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: 1014 mN
Beam deflection 60.0 s: 0.283 µm
Measured Stiffness Modulus 60.0 s: 289 mPa
Estimated Stiffness Modulus 60.0 s: 288 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.367
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/23/2021 ✔