Summary for Test 2022-06-20-47-4
Test performed: AASHTO T313-19Project Information
Project Identifiers | Project ID: 214685 DEA: 024E46U4 EFIS: 0216000122 |
---|---|
DIST-CO-RTE-PM | 02-LAS-36-6.0/14.6 |
Award Date | 05/08/2020 |
Closeout Date | 08/14/2023 |
Work Description | REPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK. |
Location Description | LASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD |
QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
Sample Taken Date | 06/20/2022 | Sample Unique Key | 47 |
---|---|---|---|
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 | 07/07/2022 |
Sample type | Acceptance | A brief description of the sample | PG58-34M |
The quantity of what the sample constitutes | 1 of 1 can | From where was the sample collected | Job Site |
First name of sampler or witnessed by | J | Last name of sampler or witnessed by | Delgado |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | PNAC LLC, Marathon Petroleum | Transportation Laboratory (TL) Number | 896413 |
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 | ||
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | PNAC LLC - Fernley NV | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2022-06-20-47
DIME Test ID: 2022-06-20-47-4
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: 2022-07-28
Test Results
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 07/27/2022
Minimum test bath temperature at 240 s: -24.1 C
Maximum test bath temperature at 240 s: -23.9 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: 0.0 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: 187.000 mPa
Estimated Stiffness Modulus 60.0 s: 187.000 mPa
Difference between stiffness moduli 60.0 s: 0.00 %
Estimated m-value 60.0 s: 0.329
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/28/2022 ✔