Summary for Test 2019-03-07-18-2
Test performed: AASHTO T315-12Project Information
Project Identifiers | Project ID: 212816 DEA: 020H6304 EFIS: 0215000063 |
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DIST-CO-RTE-PM | 02-LAS-139-6.2/7.3 |
Award Date | 06/29/2018 |
Closeout Date | 12/04/2019 |
Work Description | ROADWAY EXCAVATION, AGGREGATE BASE, HOT MIX ASPHALT, GUARDRAIL |
Location Description | LASSEN COUNTY ABOUT 6 MILES NORTH OF SUSANVILLE FROM 1.0 MILE SOUTH TO 0.1 MILE SOUTH OF ANTELOPE RADIO STREET |
QA Service Level | 1 (Verified on 01/17/2018) |
Sample Information
Sample Taken Date | 03/07/2019 | Sample Unique Key | 18 |
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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 | 03/07/2019 |
Sample type | Quality Control | A brief description of the sample | Modified Asphalt Binder |
The quantity of what the sample constitutes | Mix Design | From where was the sample collected | Source |
First name of sampler or witnessed by | KRC | Last name of sampler or witnessed by | KRC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Valero - Benicia, CA | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
Structure name | Not set |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 64-28 M |
---|---|---|---|
Modified | Yes | Lot number | Not set |
Sublot number | Not set | 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: 2019-03-07-18
DIME Test ID: 2019-03-07-18-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T315-12: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2019-04-10
Test Results
Input Type: Calculated
Tester's full name: KRC
Date of test: 03/07/2019
Phase: RTFO residue
Phase Angle (δ) (for the 10 cycles): 40.0 degree
Dynamic Shear, G*/sin(δ): 3.84 kPa
(G*) x sin(δ)=: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/10/2019 ✔