Summary for Test 2024-06-13-75-5
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 995221 DEA: 024H0004 EFIS: 0218000067 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-97,161-45.0/54.1,0.0/0.8 |
| Award Date | 02/23/2024 |
| Closeout Date | Not set |
| Work Description | HOT MIX ASPHALT, PAVEMENT DELINEATION, & ELECTRICAL WORK. |
| Location Description | SISKIYOU COUNTY IN AND NEAR DORRIS ON ROUTE 97 FROM 0.3 MILE SOUTH OF SAMS NECK ROAD TO OREGON STATE LINE AND ON ROUTE 161 FROM ROUTE 97 TO 0.6 MILE EAST OF INDIAN TOM LAKE ROAD |
| QA Service Level | 1 (Verified on 11/27/2023) |
Sample Information
| Sample Taken Date | 06/13/2024 | Sample Unique Key | 75 |
|---|---|---|---|
| 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 | 06/19/2024 |
| Sample type | Verification | 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 | C. | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | PG641612224KF40 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Albina - Klamath Falls, OR | Transportation Laboratory (TL) Number | C858496 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-28 |
|---|---|---|---|
| Modified | No | 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 |
Test Details
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DIME Sample ID: 2024-06-13-75
DIME Test ID: 2024-06-13-75-5
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: 2024-06-26
Test Results
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 06/24/2024
Minimum test bath temperature at 240 s: -18.1 C
Maximum test bath temperature at 240 s: -17.9 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: no data
Estimated m-value 60.0 s: 0.302
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 6/26/2024 ✔