Summary for Test 2022-08-12-27-1

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 993439
DEA: 022J4204
EFIS: 0221000076
DIST-CO-RTE-PM02-TRI-3-R26.3/29.8
Award Date02/07/2022
Closeout Date10/06/2022
Work DescriptionHMA OVERLAY AND REPLACE AC SURFACING.
Location DescriptionTRINITY COUNTY NEAR DOUGLAS CITY FROM BROWNS CREEK BRIDGE TO READING CREEK BRIDGE
QA Service Level1 (Verified on 12/13/2021)

Sample Information

Sample Taken Date08/12/2022 Sample Unique Key27
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 testing08/17/2022
Sample typeAcceptance A brief description of the sample3/8 HMA A 25 rap PG 58-34
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed byC Last name of sampler or witnessed byRogers
Title of samplerPlant Inspector Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameNorthstate Asphalt Transportation Laboratory (TL) Number851764
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-08-12-27
DIME Test ID: 2022-08-12-27-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-09-13

Test Results


Phase: RTFO residue
Input Type: Measured
Tester's full name: Adam Herrera
Date of test: 09/08/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.247 kPa
Phase Angle (δ) (for the 10 cycles): 67.9 degree
Complex Modulus (G*) (for the 10 measurements): 2.062 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.23 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 9/13/2022