Summary for Test 2021-05-14-27-5
Test performed: AASHTO T313-19Project Information
Project Identifiers | Project ID: 215250 DEA: 021J4404 EFIS: 0220000079 |
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DIST-CO-RTE-PM | 02-MOD-299-20.0/23.1,23.5/24.5,33.5/37.5 |
Award Date | 12/14/2020 |
Closeout Date | 09/27/2021 |
Work Description | ASPHALT RUBBER CHIP SEAL. |
Location Description | MODOC COUNTY AT VARIOUS LOCATIONS FROM 1.8 MILES WEST OF ROUTE 139 TO 0.3 MILE WEST OF RATTLESNAKE CREEK BRIDGE |
QA Service Level | 1 (Verified on 10/30/2020) |
Sample Information
Sample Taken Date | 05/14/2021 | Sample Unique Key | 27 |
---|---|---|---|
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 | 06/01/2021 |
Sample type | Department Acceptance | A brief description of the sample | TEST Asphalt Binder |
The quantity of what the sample constitutes | 2 cans | From where was the sample collected | Source |
First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Unknown |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Albina - Klamath Falls, OR | Transportation Laboratory (TL) Number | 823526 |
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 |
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Modified | No | Lot number | |
Sublot number | Tank number | ||
Time of sample | HMA Supplier | S.T. Rhoades | |
Certified Asphalt Supplier | Albina Asphalt - Klamath Falls Plant - Klamath Falls OR | Multigrade | No |
Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-05-14-27
DIME Test ID: 2021-05-14-27-5
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: 2021-06-08
Test Results
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 06/08/2021
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: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 71.600 mPa
Estimated Stiffness Modulus 60.0 s: 71.700 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.417
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 6/8/2021 ✔