Summary for Test 2026-08-06-66-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1002539
DEA: 042X7104
EFIS: 0425000144
DIST-CO-RTE-PM04-UNKNOWN--unknown
Award Date06/09/2026
Closeout DateNot set
Work DescriptionHM1 Pavement
Location DescriptionSOLANO COUNTY NEAR DIXON ON ROUTE 80 AT PEDRICK ROAD OVERCROSSING AND ON ROUTE 113 FROM ROUTE 12 TO 0.3 MILE SOUTH OF PARKWAY BOULEVARD
QA Service Level1 (Verified on 08/11/2026)

Sample Information

Sample Taken Date08/06/2026 Sample Unique Key66
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 testing08/10/2026
Sample typeJMF Verification A brief description of the sample2 cans of PG 64-10
The quantity of what the sample constitutes2, 1 quart cans From where was the sample collectedManufacturer
First name of sampler or witnessed byCody Last name of sampler or witnessed byCordero
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Woodland Transportation Laboratory (TL) NumberCON-080626-1
Inspector Lot Number from the Transportation Laboratory (TL) FormCON-080626-1 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 SupplierTeichert- Woodland
Certified Asphalt SupplierVSS Emultech - West Sacramento - West Sacramento CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNOT LISTED ON TL101 HMA Supplier Mix ID Number306-40332428-VSS

Test Details

DIME Sample ID: 2026-08-06-66
DIME Test ID: 2026-08-06-66-1
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: 2026-08-13

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 08/13/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.165 kPa
Phase Angle (δ) (for the 10 cycles): 87.0 degree
Complex Modulus (G*) (for the 10 measurements): 1.364 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.37 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 8/13/2026