Summary for Test 2023-10-15-8-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994299
DEA: 100Y7804
EFIS: 1016000025
DIST-CO-RTE-PM10-MPA-140-25.3/51.8
Award Date04/04/2023
Closeout DateNot set
Work DescriptionCOLD PLANE EXISTING PAVEMENT AND RESURFACE WITH HMA.
Location DescriptionMARIPOSA COUNTY FROM WHITLOCK ROAD NEAR MIDPINES TO YOSEMITE NATIONAL PARK
QA Service Level1 (Verified on 10/04/2022)

Sample Information

Sample Taken Date10/15/2023 Sample Unique Key8
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 testing10/26/2023
Sample typeQuality Assurance A brief description of the sample3/4 HMA-A, PG 58-34 M
The quantity of what the sample constitutes2 cans of 2 From where was the sample collectedJob Site
First name of sampler or witnessed byWesely Last name of sampler or witnessed byGee
Title of samplerTECHNICAIN Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSanta Fe Winton Transportation Laboratory (TL) Number044263
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name3/4" HMA-A PAVING ON HWY 140

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes Lot number8
Sublot number1 Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number35140232416V

Test Details

DIME Sample ID: 2023-10-15-8
DIME Test ID: 2023-10-15-8-1
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: 2023-11-20

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 11/16/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.307 kPa
Phase Angle (δ) (for the 10 cycles): 62.3 degree
Complex Modulus (G*) (for the 10 measurements): 2.544 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.87 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 11/20/2023