Summary for Test 2024-08-19-59-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 1000003
DEA: 024J8404
EFIS: 0223000079
DIST-CO-RTE-PM02-LAS-395-76.0/92.0
Award Date04/24/2024
Closeout Date06/16/2025
Work DescriptionASPHALT RUBBER CHIP SEAL AND REPLACE ASPHALT CONCRETE SURFACING.
Location DescriptionLASSEN COUNTY NEAR LITCHFIELD FROM 0.1 MILE SOUTH OF MAPES LANE TO 0.1 MILE NORTH OF KARLO ROAD
QA Service Level1 (Verified on 01/02/2024)

Sample Information

Sample Taken Date08/19/2024 Sample Unique Key59
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 testing08/26/2024
Sample typeProduction Start-Up A brief description of the samplePG 58-22 (Albina – Klamath Falls)
The quantity of what the sample constitutes2 of 2 cans From where was the sample collectedSource
First name of sampler or witnessed byDerrick Last name of sampler or witnessed byCurry
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameHCC Transportation Laboratory (TL) Number858128
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierAlbina Asphalt - Chowchilla CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-08-19-59
DIME Test ID: 2024-08-19-59-1
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: 2024-08-30

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 08/28/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.209 kPa
Phase Angle (δ) (for the 10 cycles): 86.0 degree
Complex Modulus (G*) (for the 10 measurements): 1.736 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.74 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 8/30/2024