Summary for Test 2022-05-05-47-2

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 993507
DEA: 061C3904
EFIS: 0621000164
DIST-CO-RTE-PM06-TUL-198-26.7/33.2
Award Date03/08/2022
Closeout Date07/27/2022
Work DescriptionAPPLY GAP GRADED RHMA.
Location DescriptionTULARE COUNTY IN AND NEAR LEMON COVE FROM 0.2 MILE EAST OF AVENUE 324 TO 0.3 MILE WEST OF HORSE CREEK ROAD
QA Service Level1 (Verified on 01/31/2022)

Sample Information

Sample Taken Date05/05/2022 Sample Unique Key47
Date that the sample was received by the laboratory/organization performing the testing05/25/2022 Sample typeDepartment Acceptance
A brief description of the sampleASPHALT BINDER The quantity of what the sample constitutes1 CAN
From where was the sample collectedOther First name of sampler or witnessed byDEER
Last name of sampler or witnessed byCREEK Title of samplerQC
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameALBINA ASPHALT CA
Transportation Laboratory (TL) NumberC772651 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-10
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierAlbina Asphalt - Chowchilla CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2022-05-05-47
DIME Test ID: 2022-05-05-47-2
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-06-21

Test Results


Phase: RTFO residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 06/19/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.388 kPa
Phase Angle (δ) (for the 10 cycles): 83.1 degree
Complex Modulus (G*) (for the 10 measurements): 3.875 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 3.90 kPa
General comments (publicly viewable) (Max 1000 characters): RTFO

Test was verified on 6/21/2022 ✔