Summary for Test 2022-05-24-34-2

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 Date05/24/2022 Sample Unique Key34
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 testing06/01/2022
Sample typeAcceptance A brief description of the sampleBINDER
The quantity of what the sample constitutes1 of 1 From where was the sample collectedOther
First name of sampler or witnessed byD Last name of sampler or witnessed byCA
Title of samplerQC Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameALBINA Transportation Laboratory (TL) NumberC772662
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
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

Test Details

DIME Sample ID: 2022-05-24-34
DIME Test ID: 2022-05-24-34-2
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: Erika Gonzalez
Date of test: 06/07/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.379 kPa
Phase Angle (δ) (for the 10 cycles): 82.9 degree
Complex Modulus (G*) (for the 10 measurements): 3.787 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 3.82 kPa
General comments (publicly viewable) (Max 1000 characters): RTFO

Test was verified on 6/21/2022