Summary for Test 2023-10-03-55-4
Test performed: AASHTO T313-22Project Information
| Project Identifiers | Project ID: 994638 DEA: 023J8404 EFIS: 0222000089 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-28.0/34.5 |
| Award Date | 05/25/2023 |
| Closeout Date | 04/11/2024 |
| Work Description | HMA OVERLAY WITH REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | SISKIYOU COUNTY NEAR HAPPY CAMP FROM 4.6 MILES WEST OF CLEAR CREEK BRIDGE TO 0.2 MILE EAST OF OAK FLAT CREEK BRIDGE |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 10/03/2023 | Sample Unique Key | 55 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/10/2023 | Sample type | Department Acceptance |
| A brief description of the sample | 3/4" HMA w/23.6% RAP | The quantity of what the sample constitutes | 1 OF 4 CANS |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Joe |
| Last name of sampler or witnessed by | Delgado | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | D79366 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA | |
| Transportation Laboratory (TL) Number | 824481 | 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 58-22 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2023-10-03-55
DIME Test ID: 2023-10-03-55-4
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: 2023-10-30
Test Results
Input Type: Measured
Tester's full name: Humberto Ramirez
Date of test: 10/25/2023
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: 98.700 MPa
Estimated Stiffness Modulus 60.0 s: 98.600 MPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.355
General comments (publicly viewable) (Max 1000 characters): BBR
Test was verified on 10/30/2023 ✔