Summary for Test 2022-07-11-65-4
Test performed: AASHTO T313-19Project Information
Project Identifiers | Project ID: 993345 DEA: 022J4004 EFIS: 0221000074 |
---|---|
DIST-CO-RTE-PM | 02-LAS-395-56.5/R61.1 |
Award Date | 02/02/2022 |
Closeout Date | 11/23/2022 |
Work Description | COLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE HMA. |
Location Description | LASSEN COUNTY NEAR JANESVILLE FROM 0.1 MILE NORTH OF SUNNYSIDE ROAD TO 0.1 MILE NORTH OF ROUTE 36 |
QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
Sample Taken Date | 07/11/2022 | Sample Unique Key | 65 |
---|---|---|---|
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 | 07/25/2022 |
Sample type | Department Acceptance | A brief description of the sample | PG 58-34M PSE |
The quantity of what the sample constitutes | 2 cans | From where was the sample collected | Source |
First name of sampler or witnessed by | C | Last name of sampler or witnessed by | GI |
Title of sampler | Consultant | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Albina - Klamath Falls, OR | Transportation Laboratory (TL) Number | 896425 |
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 | Albina Asphalt - Klamath Falls Plant - Klamath Falls OR | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2022-07-11-65
DIME Test ID: 2022-07-11-65-4
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: 2022-08-11
Test Results
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 08/09/2022
Minimum test bath temperature at 240 s: -24.0 C
Maximum test bath temperature at 240 s: -24.0 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: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 196.000 mPa
Estimated Stiffness Modulus 60.0 s: 196.000 mPa
Difference between stiffness moduli 60.0 s: 0.00 %
Estimated m-value 60.0 s: 0.320
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 8/11/2022 ✔