Summary for Test 2026-08-12-57-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1002572
DEA: 061H9704
EFIS: 0625000105
DIST-CO-RTE-PM06-MAD-152-R0.0/15.5
Award DateNot set
Closeout DateNot set
Work DescriptionMADERA COUNTY SLAB REPLACEMENT WITH DIGOUTS ON SR 59, 152. Cold plane AC, remove concrete pavement and place with HMA and RHMA.
Location DescriptionCONSTRUCTION ON STATE HIGHWAY IN MADERA COUNTY NEAR CHOWCHILLA FROM ROUTE 59/152 SEPARATION TO 0.1 MILE WEST OF ROUTE 99/152 SEPARATION.
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date08/12/2026 Sample Unique Key57
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 testing08/19/2026
Sample typeQuality Assurance A brief description of the sample70-10
The quantity of what the sample constitutes1 CAN OF 70-10 From where was the sample collectedFabricator
First name of sampler or witnessed byGURJEET Last name of sampler or witnessed byN/A
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSante Fe Aggregates Winton Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 70-10
Modified Lot number1
Sublot number2 Tank number
Time of sample HMA SupplierSANTE FE AGG
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA Type3/4 HMA SP RAP HMA Supplier Mix ID NumberN/A

Test Details

DIME Sample ID: 2026-08-12-57
DIME Test ID: 2026-08-12-57-1
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: 2026-08-24

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 08/24/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.139 kPa
Phase Angle (δ) (for the 10 cycles): 88.8 degree
Complex Modulus (G*) (for the 10 measurements): 1.153 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.15 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 8/24/2026