Summary for Test 2024-04-22-105-4
Test performed: AASHTO T313-22Project Information
Project Identifiers | Project ID: 1000358 DEA: 021K4804 EFIS: 0224000114 |
---|---|
DIST-CO-RTE-PM | 02-PLU-70- |
Award Date | 03/07/2024 |
Closeout Date | 11/27/2024 |
Work Description | Remove slide and provide traffic control. |
Location Description | Not set |
QA Service Level | 1 (Verified on 05/29/2024) |
Sample Information
Sample Taken Date | 04/22/2024 | Sample Unique Key | 105 |
---|---|---|---|
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 | 05/29/2024 |
Sample type | Acceptance | A brief description of the sample | PG 58-22 Binder |
The quantity of what the sample constitutes | 2 Cans | From where was the sample collected | Source |
First name of sampler or witnessed by | Andrea | Last name of sampler or witnessed by | Sloaterman |
Title of sampler | ARE | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Ward Lake Hat Crk Construction | Transportation Laboratory (TL) Number | C823631 |
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 | No | Lot number | |
Sublot number | Tank number | ||
Time of sample | HMA Supplier | Ward Lake HCC | |
Certified Asphalt Supplier | Albina Asphalt (Klamath Falls Plant) - Klamath Falls OR | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number |
Test Details
DIME Sample ID: 2024-04-22-105
DIME Test ID: 2024-04-22-105-4
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: 2024-06-05
Test Results
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 06/04/2024
Minimum test bath temperature at 240 s: -12 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 mN
Deflection at time 0.0 s: 0 µm
Load at time 0.5 s: 0 mN
Deflection at time 0.5 s: 0 µm
Load at 60.0 s: 0 mN
Beam deflection 60.0 s: 0 µm
Measured Stiffness Modulus 60.0 s: 97.6 mPa
Estimated Stiffness Modulus 60.0 s: 97.1 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.372
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 6/5/2024 ✔