Summary for Test 2023-08-15-61-1

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 Date04/18/2025
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 Date08/15/2023 Sample Unique Key61
Date that the sample was received by the laboratory/organization performing the testing08/23/2023 Sample typeDepartment Acceptance
A brief description of the samplePG 58-34M The quantity of what the sample constitutes1OF 2
From where was the sample collectedJob Site First name of sampler or witnessed byW
Last name of sampler or witnessed byGEE 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) Number044260 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 M
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2023-08-15-61
DIME Test ID: 2023-08-15-61-1
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: 2023-09-01

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 09/01/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.215 kPa
Phase Angle (δ) (for the 10 cycles): 66.9 degree
Complex Modulus (G*) (for the 10 measurements): 1.782 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.94 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 9/1/2023 ✔