Summary for Test 2022-09-29-35-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993590
DEA: 101J2004
EFIS: 1018000147
DIST-CO-RTE-PM10-SJ-26-8.0/17.8
Award Date04/12/2022
Closeout Date05/10/2023
Work DescriptionCOLD PLANE AND HMA OVERLAY.
Location DescriptionSAN JOAQUIN COUNTY AT AND NEAR LINDEN AT VARIOUS LOCATIONS FROM 0.7 MILE EAST OF GOGNA ROAD TO 1.3 MILES WEST OF SHELLEY ROAD
QA Service Level1 (Verified on 03/01/2022)

Sample Information

Sample Taken Date09/29/2022 Sample Unique Key35
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 testing10/13/2022
Sample typeDepartment Acceptance A brief description of the sample PG 58-34M
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byT Last name of sampler or witnessed byTrefz
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero Benicia Transportation Laboratory (TL) Number710271
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-09-29-35
DIME Test ID: 2022-09-29-35-1
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: 2022-10-21

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 10/14/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.287 kPa
Phase Angle (δ) (for the 10 cycles): 63.9 degree
Complex Modulus (G*) (for the 10 measurements): 2.391 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.66 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 10/21/2022