Summary for Test 2024-01-25-57-7
Test performed: AASHTO T313-22Project Information
Project Identifiers | Project ID: 995054 DEA: 024H0204 EFIS: 0218000069 |
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DIST-CO-RTE-PM | 02-TEH-36-20.0/39.7 |
Award Date | 10/23/2023 |
Closeout Date | Not set |
Work Description | PLACE RHMA AND HMA, CORRECT SEGMENTS, AND REPLACE AC SURFACING. |
Location Description | TEHAMA COUNTY NEAR RED BLUFF FROM 0.8 MILE EAST OF SALT CREEK BRIDGE TO BAKER ROAD |
QA Service Level | 1 (Verified on 08/14/2023) |
Sample Information
Sample Taken Date | 01/25/2024 | Sample Unique Key | 57 |
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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 | 05/02/2024 |
Sample type | Quality Assurance | A brief description of the sample | 2 cans |
The quantity of what the sample constitutes | 2 cans for chip seal/seal coats | 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 | PG582212524kf35 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Albina - Klamath Falls, OR | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 58-22 |
---|---|---|---|
Modified | Lot number | ||
Sublot number | Tank number | 35 | |
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | Albina Asphalt (Klamath Falls Plant) - Klamath Falls OR | Multigrade | Yes |
Multigrade Type | PG 58-22 / PG 58-16 | Asphalt Binder Mix Number |
Test Details
DIME Sample ID: 2024-01-25-57
DIME Test ID: 2024-01-25-57-7
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2024-05-15
Test Results
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 05/10/2024
Minimum test bath temperature at 240 s: -12.1 C
Maximum test bath temperature at 240 s: -11.9 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: 90.800 mPa
Estimated Stiffness Modulus 60.0 s: 90.600 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.384
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 5/15/2024 ✔