Summary for Test 2023-01-31-40-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 214395
DEA: 103A7204
EFIS: 1013000259
DIST-CO-RTE-PM10-MER-99-20.1/24.3
Award Date12/12/2019
Closeout Date08/23/2023
Work DescriptionPLACE CRCP AND HMA.
Location DescriptionMERCED COUNTY IN AND NEAR ATWATER FROM 0.4 MILE SOUTH OF BUHACH OVERCROSSING TO 0.8 MILE NORTH OF WEST ATWATER OVERHEAD
QA Service Level1 (Verified on 09/13/2019)

Sample Information

Sample Taken Date01/31/2023 Sample Unique Key40
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 testing03/29/2023
Sample typeAcceptance A brief description of the sample PG 70-10
The quantity of what the sample constitutes2 cans asphalt binder From where was the sample collectedManufacturer
First name of sampler or witnessed byR Last name of sampler or witnessed byCardenas
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert - Santa Fe Winton Transportation Laboratory (TL) NumberC938458
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 70-10
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierTeichert Santa Fe Winton
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberWTN12SPAVAL7010

Test Details

DIME Sample ID: 2023-01-31-40
DIME Test ID: 2023-01-31-40-1
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: 2023-04-06

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 04/04/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.122 kPa
Phase Angle (δ) (for the 10 cycles): 86.6 degree
Complex Modulus (G*) (for the 10 measurements): 1.017 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.02 kPa
General comments (publicly viewable) (Max 1000 characters): Original

Test was verified on 4/6/2023