Summary for Test 2024-01-28-9-8
Test performed: AASHTO T315-22Project Information
Project Identifiers | Project ID: 214469 DEA: 030H08U4 EFIS: 0319000029 |
---|---|
DIST-CO-RTE-PM | 03-SAC-50-L0.2/R6.1 |
Award Date | 06/30/2020 |
Closeout Date | Not set |
Work Description | Sac 50 Design Build PLEASE NOTE THAT DESIGN BUILDER MUST PERFORM QUALITY VALIDATION TESTING IN ACCORDANCE WITH THE MATERIAL CONTROL SCHEDULE (MCS) FOR ITEMS SUCH AS STRANDS, HS BOLTS, ELASTOMERIC BEARING PADS, JOINT SEALANTS, COUPLERS & WELDED HOOPS, ETC |
Location Description | FROM 0.1 MILE EAST OF I-5 TO 0.8 MILE EAST OF WATT AVE |
QA Service Level | 1 (Verified on 10/23/2019) |
Sample Information
Sample Taken Date | 01/28/2024 | Sample Unique Key | 9 |
---|---|---|---|
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 | 02/05/2024 |
Sample type | Department Acceptance | A brief description of the sample | 3/4" HMA SP Oil 64-16 |
The quantity of what the sample constitutes | 2 Oil Cans | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Sergio | Last name of sampler or witnessed by | Tostado |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | 2023-08-31-83 | |
The fabricator/manufacturer/facility name | Teichert Grantline | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | 0.1 miles east of I-5 to 0.8 miles east of WATT |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
---|---|---|---|
Modified | Lot number | ||
Sublot number | Tank number | ||
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | Pacific Northwest Oil - Stockton CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number |
Test Details
DIME Sample ID: 2024-01-28-9
DIME Test ID: 2024-01-28-9-8
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: 2024-02-13
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 02/13/2024
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 32.023 kPa
Phase Angle (δ) (for the 10 cycles): 55.1 degree
Complex Modulus (G*) (for the 10 measurements): 3186.222 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2613 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 2/13/2024 ✔