Summary for Test 2026-08-26-32-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1002265
DEA: 101U0604
EFIS: 1025000086
DIST-CO-RTE-PM10-STA-33-7.1/12.4, 13.7/14.7
Award DateNot set
Closeout DateNot set
Work DescriptionPartial depth recycling with RHMA-G with 10% RAP.
Location DescriptionCONSTRUCTION ON STATE HIGHWAY IN STANISLAUS COUNTY IN AND NEAR PATTERSON FROM 1.1 MILES NORTH OF MAIN CANAL BRIDGE TO 0.2 MILE SOUTH OF SPERRY AVENUE AND FROM 0.6 MILE NORTH OF LAS PALMAS AVENUE TO EUCALYPTUS AVENUE. 10-Sta-33-7.1/12.4, 13.7/14.7
QA Service Level1 (Verified on 07/06/2026)

Sample Information

Sample Taken Date08/26/2026 Sample Unique Key32
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing08/28/2026
Sample typeQuality Assurance A brief description of the sample64-10
The quantity of what the sample constitutes2 CANS OF 64-10 From where was the sample collectedJob Site
First name of sampler or witnessed byqc Last name of sampler or witnessed byinspector
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameBAY CITIES Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form71288 Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-10
Modified Lot number
Sublot number Tank number
Time of sample HMA Suppliernot on tl 101
Certified Asphalt SupplierVSS Emultech - West Sacramento - West Sacramento CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNOT ON TL 101 HMA Supplier Mix ID NumberNOT ON TL

Test Details

DIME Sample ID: 2026-08-26-32
DIME Test ID: 2026-08-26-32-1
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: 2026-09-01

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 08/31/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.158 kPa
Phase Angle (δ) (for the 10 cycles): 87.2 degree
Complex Modulus (G*) (for the 10 measurements): 1.312 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.31 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 9/1/2026