Summary for Test 2023-07-17-25-3

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 212496
DEA: 024E4504
EFIS: 0200020286
DIST-CO-RTE-PM02-LAS,MOD-139,299-VAR
Award Date07/28/2020
Closeout Date08/14/2023
Work DescriptionPLACE HMA, REPLACE DRAINAGE, CULVERT, ELECTRICAL AND LIGHTING SYSTEMS.
Location DescriptionLASSEN AND MODOC COUNTIES ON ROUTE 139 AT 0.1 MILE NORTH OF LASSEN COUNTY LINE AND ON ROUTE 299 AT VARIOUS LOCATONS FROM 0.4 MILE WEST OF BOYD HILL LOOKOUT ROAD TO 0.6 MILE EAST OF COUNTY ROAD 87
QA Service Level1 (Verified on 06/06/2017)

Sample Information

Sample Taken Date07/17/2023 Sample Unique Key25
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 testing07/25/2023
Sample typeDepartment Acceptance A brief description of the samplePG 58-22
The quantity of what the sample constitutes2 of 2 cans From where was the sample collectedJob Site
First name of sampler or witnessed byRandy 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 nameHat Creek - Ward Lake Transportation Laboratory (TL) NumberD79300
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 Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-07-17-25
DIME Test ID: 2023-07-17-25-3
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: 2023-08-08

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Humberto Ramirez
Date of test: 08/08/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 44.051 kPa
Phase Angle (δ) (for the 10 cycles): 43.1 degree
Complex Modulus (G*) (for the 10 measurements): 4383.022 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 2995 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 8/8/2023