Summary for Test 2026-03-19-53-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1001575
DEA: 061H9604
EFIS: 0625000104
DIST-CO-RTE-PM06-KER-46,119-VAR
Award DateNot set
Closeout DateNot set
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACING RHMA TYPE G.
Location DescriptionKERN COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 09/15/2025)

Sample Information

Sample Taken Date03/19/2026 Sample Unique Key53
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 testing03/23/2026
Sample typeQuality Assurance A brief description of the samplePG64-16, tank 32001
The quantity of what the sample constitutes1 can of binder From where was the sample collectedSource
First name of sampler or witnessed byg Last name of sampler or witnessed byn/a
Title of samplerqc Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSJR Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form753971 Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierGriffith
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2026-03-19-53
DIME Test ID: 2026-03-19-53-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2026-04-06

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 04/06/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.170 kPa
Phase Angle (δ) (for the 10 cycles): 89.2 degree
Complex Modulus (G*) (for the 10 measurements): 1.407 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.41 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
2026-03-19-53pdf253.03 KB04/06/20262026-03-19-53-1   Info

Test was verified on 4/6/2026