Summary for Test 2023-08-15-70-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993192
DEA: 024H4404
EFIS: 0218000119
DIST-CO-RTE-PM02-PLU-70-0.0/29.9
Award Date02/10/2022
Closeout DateNot set
Work DescriptionCONSTRUCT SOLDIER PILE RETAINING WALL, REPAIR RSP AND HMA PAVING.
Location DescriptionPLUMAS COUNTY AT VARIOUS LOCATIONS FROM BUTTE COUNTY LINE TO 3.1 MILES WEST OF ROUTE 89
QA Service Level1 (Verified on 08/23/2021)

Sample Information

Sample Taken Date08/15/2023 Sample Unique Key70
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 testing08/25/2023
Sample typeAcceptance A brief description of the samplePG 64-28M
The quantity of what the sample constitutes1 OF 2 From where was the sample collectedJob Site
First name of sampler or witnessed byNA Last name of sampler or witnessed byNA
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameQ&D CONSTRUCTION Transportation Laboratory (TL) Number79330
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-28 M
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierParamount Nevada Asphalt(PNAC) LLC - Fernley NV MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-08-15-70
DIME Test ID: 2023-08-15-70-1
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: 2023-09-13

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Humberto Ramirez
Date of test: 09/08/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.147 kPa
Phase Angle (δ) (for the 10 cycles): 70.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.219 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.29 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 9/13/2023