Summary for Test 2023-10-06-24-1
Test performed: AASHTO T315-22Project 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 | 10/06/2023 | Sample Unique Key | 24 |
---|---|---|---|
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 | 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 | 824485 |
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 | 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 |
Test Details
DIME Sample ID: 2023-10-06-24
DIME Test ID: 2023-10-06-24-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2023-10-23
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 10/11/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.194 kPa
Phase Angle (δ) (for the 10 cycles): 75.8 degree
Complex Modulus (G*) (for the 10 measurements): 1.605 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.66 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 10/23/2023 ✔