Summary for Test 2026-06-29-46-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1002318
DEA: 061H9404
EFIS: 0625000102
DIST-CO-RTE-PM06-KER-33-0.0/14.5
Award DateNot set
Closeout DateNot set
Work DescriptionCOLD PLANE AC PAVEMENT, PLACE RHMA-O AND HMA (TYPE A), ROADSIDE SIGNS AND STRIPING
Location Description06-KER-33, PM 0.0/14.5, IN AND NEAR MARICOPA
QA Service Level1 (Verified on 06/19/2026)

Sample Information

Sample Taken Date06/29/2026 Sample Unique Key46
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 testing07/06/2026
Sample typeQuality Assurance A brief description of the sample64-16
The quantity of what the sample constitutes1 can of 64-16 From where was the sample collectedSource
First name of sampler or witnessed byGranite Last name of sampler or witnessed bygranite
Title of samplerqc Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSan Joaquin Refining Co Inc Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form754845 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 SupplierSOLARI HMA
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2026-06-29-46
DIME Test ID: 2026-06-29-46-1
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: 2026-07-09

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 07/07/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.164 kPa
Phase Angle (δ) (for the 10 cycles): 89.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.360 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.36 kPa
General comments (publicly viewable) (Max 1000 characters): og

Test was verified on 7/9/2026