Summary for Test 2025-03-12-13-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1000898
DEA: 010N8304
EFIS: 0124000116
DIST-CO-RTE-PM01-HUM-96-4.9/R13.3
Award Date04/03/2025
Closeout Date11/03/2025
Work DescriptionPLACE RUBBER CHIP SEAL, MICRO-SURFACING, AND REPLACE AC SURFACING.
Location DescriptionHUMBOLDT COUNTY AT HOOPA FROM 4.6 MILES EAST OF WILLOW CREEK BRIDGE TO HOSTLER CREEK BRIDGE
QA Service Level1 (Verified on 03/21/2025)

Sample Information

Sample Taken Date03/12/2025 Sample Unique Key13
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 testing06/02/2025
Sample typeInformational A brief description of the samplePG 64-16
The quantity of what the sample constitutes2 Quart cans From where was the sample collectedSource
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byWitness
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAmerican Pavement Systems Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number
Sublot number Tank number40
Time of sample HMA Supplier
Certified Asphalt SupplierAlbina Asphalt (Klamath Falls Plant) - Klamath Falls OR MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2025-03-12-13
DIME Test ID: 2025-03-12-13-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2025-06-04

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Luis Maca
Date of test: 06/03/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.138 kPa
Phase Angle (δ) (for the 10 cycles): 87.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.147 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.15 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 6/4/2025