Summary for Test 2020-09-21-36-3
Test performed: AASHTO T315-16Project Information
Project Identifiers | Project ID: 214731 DEA: 051M0004 EFIS: 0519000047 |
---|---|
DIST-CO-RTE-PM | 05-SLO-101-16.5/R21.5 |
Award Date | 04/22/2020 |
Closeout Date | 08/23/2021 |
Work Description | COLD PLANE AND RHMA-GAP GRADED OVERLAY ON EXISTING ROADWAY. |
Location Description | SAN LUIS OBISPO COUNTY IN AND NEAR PISMO BEACH FROM 0.1 MILE SOUTH OF PRICE CANYON ROAD TO SAN LUIS CREEK BRIDGE |
QA Service Level | 1 (Verified on 05/29/2020) |
Sample Information
Sample Taken Date | 09/21/2020 | Sample Unique Key | 36 |
---|---|---|---|
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 | 09/29/2020 |
Sample type | Department Acceptance | A brief description of the sample | #20 Test, #21(200922E) ,#22(200922E), #23(200924E) No Test |
The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Source |
First name of sampler or witnessed by | SPM | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | CalPortland Garey Plant | Transportation Laboratory (TL) Number | 200921E |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
---|---|---|---|
Modified | No | Lot number | |
Sublot number | Tank number | Not set | |
Time of sample | Not set | HMA Supplier | Not set |
Certified Asphalt Supplier | Not set | Multigrade | Not set |
Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2020-09-21-36
DIME Test ID: 2020-09-21-36-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2020-10-05
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Doug Ruff
Date of test: 10/05/2020
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.162 kPa
Phase Angle (δ) (for the 10 cycles): 87.7 degree
Complex Modulus (G*) (for the 10 measurements): 1.354 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.36 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specifications
Test was verified on 10/5/2020 ✔