Summary for Test 2021-08-31-47-6
Test performed: AASHTO T313-19Project Information
Project Identifiers | Project ID: 215393 DEA: 021J5104 EFIS: 0220000086 |
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DIST-CO-RTE-PM | 02-LAS,MOD-139-57.0/66.635,0.0/0.1 |
Award Date | 02/10/2021 |
Closeout Date | 11/24/2021 |
Work Description | PERFORM COLD IN-PLACE RECYCLING AND PLACE HOT MIX ASPHALT (TYPE A). |
Location Description | LASSEN AND MODOC COUNTIES NEAR ADIN FROM 4.5 MILES SOUTH OF COUNTY ROAD A2 TO 0.1 MILE SOUTH OF ROUTE 299 |
QA Service Level | 1 (Verified on 01/07/2021) |
Sample Information
Sample Taken Date | 08/31/2021 | 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 | 09/20/2021 |
Sample type | Acceptance | A brief description of the sample | 58-34M |
The quantity of what the sample constitutes | 1 can | From where was the sample collected | Source |
First name of sampler or witnessed by | E | Last name of sampler or witnessed by | CHAVEZ |
Title of sampler | MATLS | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | KLAMATH FALLS, OR | Transportation Laboratory (TL) Number | c848957 |
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 | CONTRACTOR HAT CREEK | |
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: 2021-08-31-47
DIME Test ID: 2021-08-31-47-6
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: 2021-10-06
Test Results
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 09/29/2021
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: 984.0 mN
Beam deflection 60.0 s: 0.454 µm
Measured Stiffness Modulus 60.0 s: 175.000 mPa
Estimated Stiffness Modulus 60.0 s: 175.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.316
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 10/6/2021 ✔