Summary for Test 2024-08-29-46-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 1000089
DEA: 024J8904
EFIS: 0223000084
DIST-CO-RTE-PM02-TEH-36-6.0/R12.6
Award Date04/04/2024
Closeout DateNot set
Work DescriptionRHMA (GAP GRADED) OVERLAY WITH REPLACE ASPHALT CONCRETE SURFACING.
Location DescriptionTEHAMA COUNTY NEAR PLATINA FROM 3.3 MILES WEST OF VESTAL ROAD TO 2.3 MILES EAST OF DRY CREEK BRIDGE
QA Service Level1 (Verified on 03/18/2024)

Sample Information

Sample Taken Date08/29/2024 Sample Unique Key46
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 testing09/06/2024
Sample typeVerification A brief description of the samplePG 64-16 Binder Oil
The quantity of what the sample constitutes2 cans From where was the sample collectedJob Site
First name of sampler or witnessed byJosh Last name of sampler or witnessed byWilliams
Title of samplerQC Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameKnife River Transportation Laboratory (TL) NumberC858133
Inspector Lot Number from the Transportation Laboratory (TL) FormD79699 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 SupplierPacific Northwest Oil - Stockton CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-08-29-46
DIME Test ID: 2024-08-29-46-1
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: 2024-09-18

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 09/13/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.207 kPa
Phase Angle (δ) (for the 10 cycles): 86.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.716 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.72 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 9/18/2024