Summary for Test 2026-07-15-60-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1001573
DEA: 060X2904
EFIS: 0618000050
DIST-CO-RTE-PM06-FRE-33-13.9/16.7
Award DateNot set
Closeout DateNot set
Work DescriptionHMA (TYPE A), RDWY EXC, CL 2 AB, CURB RAMPS AND MOBILIZATION.
Location DescriptionFRESNO COUNTY IN AND NEAR COALINGA FROM ENTERPRISE PARKWAY TO LOS GATOS CREEK SOUTH CHANNEL BRIDGE
QA Service Level1 (Verified on 09/15/2025)

Sample Information

Sample Taken Date07/15/2026 Sample Unique Key60
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 testing07/24/2026
Sample typeQuality Assurance A brief description of the sampleTEST Asphalt Binder
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedSource
First name of sampler or witnessed byFrank Last name of sampler or witnessed byArteaga
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Colinga Transportation Laboratory (TL) Number027382
Inspector Lot Number from the Transportation Laboratory (TL) Form027382 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 SupplierGranite - Coalinga
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNOT LISTED ON TL101 HMA Supplier Mix ID NumberNOT LISTED ON TL 101

Test Details

DIME Sample ID: 2026-07-15-60
DIME Test ID: 2026-07-15-60-1
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: 2026-07-29

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 07/27/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.161 kPa
Phase Angle (δ) (for the 10 cycles): 89.4 degree
Complex Modulus (G*) (for the 10 measurements): 1.331 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.33 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 7/29/2026