Summary for Test 2024-09-26-73-4

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 1000062
DEA: 061F8204
EFIS: 0623000100
DIST-CO-RTE-PM06-FRE-168-39.6/45.7
Award Date05/10/2024
Closeout DateNot set
Work DescriptionCOLD PLANE AC PVMT, HMA (TYPE A), PAINT TRAFFIC STRIPES.
Location DescriptionFRESNO COUNTY IN AND NEAR SHAVER LAKE FROM 0.2 MILE WEST OF CRESSMAN ROAD TO WARBLER ROAD
QA Service Level1 (Verified on 01/29/2024)

Sample Information

Sample Taken Date09/26/2024 Sample Unique Key73
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 testing10/04/2024
Sample typeAcceptance A brief description of the samplePG 64-28
The quantity of what the sample constitutes2 cans From where was the sample collectedSource
First name of sampler or witnessed byG Last name of sampler or witnessed byLu
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAlbina Chowchilla Transportation Laboratory (TL) Number955976
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-28
ModifiedNo Lot number1
Sublot number4 Tank number
Time of sample HMA SupplierAshlan Vulcan Materials, fresno
Certified Asphalt SupplierAlbina Asphalt - Chowchilla CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-09-26-73
DIME Test ID: 2024-09-26-73-4
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: 2024-10-09

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 10/07/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.240 kPa
Phase Angle (δ) (for the 10 cycles): 77.0 degree
Complex Modulus (G*) (for the 10 measurements): 1.990 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 2.04 kPa
General comments (publicly viewable) (Max 1000 characters): og 2

Test was verified on 10/9/2024