Summary for Test 2023-02-10-42-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 215486
DEA: 040A0204
EFIS: 0400000129
DIST-CO-RTE-PM04-SON-1-15-15.7
Award DateNot set
Closeout DateNot set
Work DescriptionConstruct roadway and bridge with structural concrete and CIDH piling
Location DescriptionDistrict-County-Route-Post Mile: 04-Son-1-R15.0/R15.7
QA Service Level1 (Verified on 04/08/2022)

Sample Information

Sample Taken Date02/10/2023 Sample Unique Key42
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 testing02/24/2023
Sample typeQuality Assurance A brief description of the sampleBINDER CAN PSU
The quantity of what the sample constitutes1 can PSU From where was the sample collectedSource
First name of sampler or witnessed byAnthony Last name of sampler or witnessed byValdez
Title of sampler Telephone number of sampler9168373760
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameBoDean Santa Rosa Transportation Laboratory (TL) Number861618
Inspector Lot Number from the Transportation Laboratory (TL) FormLot 1 Sublot 1 Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number1
Sublot number1 Tank number
Time of sample HMA SupplierBodean
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-02-10-42
DIME Test ID: 2023-02-10-42-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2023-02-28

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 02/27/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.151 kPa
Phase Angle (δ) (for the 10 cycles): 86.4 degree
Complex Modulus (G*) (for the 10 measurements): 1.257 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.26 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 2/28/2023