Summary for Test 2021-06-17-15-2

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 215126
DEA: 010G33U4
EFIS: 0120000002
DIST-CO-RTE-PM01-LAK-20-5.1/6.3
Award Date11/19/2020
Closeout Date10/07/2022
Work DescriptionWiden shoulders and replace bridge with box culvert.
Location DescriptionLAKE COUNTY NEAR UPPER LAKE FROM 0.4 MILE WEST OF WITTER SPRINGS ROAD TO 0.4 MILE EAST OF BACHELOR CREEK BRIDGE
QA Service Level1 (Verified on 08/26/2020)

Sample Information

Sample Taken Date06/17/2021 Sample Unique Key15
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 testing06/21/2021
Sample typeAcceptance A brief description of the sampleAsphalt Binder
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedSource
First name of sampler or witnessed byThomas Last name of sampler or witnessed byIliffle
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero Benicia Transportation Laboratory (TL) Number724969
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierGranite
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade TypeNot set Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-06-17-15
DIME Test ID: 2021-06-17-15-2
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: 2021-06-24

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 06/23/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.221 kPa
Phase Angle (δ) (for the 10 cycles): 84.9 degree
Complex Modulus (G*) (for the 10 measurements): 1.842 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.85 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specifications ORIG

Test was verified on 6/24/2021