Summary for Test 2023-09-14-32-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994725
DEA: 010M1104
EFIS: 0122000095
DIST-CO-RTE-PM01-MEN-20-34.4/R38.5
Award Date06/19/2023
Closeout Date11/20/2023
Work DescriptionREPLACE ASPHALT CONCRETE SURFACING, GEOSYNTHETIC PAVEMENT INTERLAYER.
Location DescriptionMENDOCINO COUNTY FROM 1.2 MILES EAST OF THE ROUTE 20/101 SEPARATION TO 0.2 MILE EAST OF COLD CREEK BRIDGE #2
QA Service Level1 (Verified on 04/25/2023)

Sample Information

Sample Taken Date09/14/2023 Sample Unique Key32
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing09/19/2023
Sample typeDepartment Acceptance A brief description of the sample1 can PG 58-22
The quantity of what the sample constitutes1 can of binder From where was the sample collectedManufacturer
First name of sampler or witnessed byRiley Last name of sampler or witnessed byMelvin
Title of samplerConsultant Tester Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Ukiah Transportation Laboratory (TL) Number033183
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 SupplierGranite Ukiah
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-09-14-32
DIME Test ID: 2023-09-14-32-1
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: 2023-10-03

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 09/25/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.206 kPa
Phase Angle (δ) (for the 10 cycles): 84.0 degree
Complex Modulus (G*) (for the 10 measurements): 1.712 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.72 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 10/3/2023