Summary for Test 2022-06-20-40-3

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 993624
DEA: 041W9104
EFIS: 0421000107
DIST-CO-RTE-PM04-SON-116-R12.3/18.6
Award Date04/26/2022
Closeout Date01/31/2023
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACE HMA (A).
Location DescriptionSONOMA COUNTY AT AND NEAR GUERNEVILLE FROM 0.1 MILE WEST OF DRAKE ROAD UNDERCROSSING TO GIOVANETTI ROAD
QA Service Level1 (Verified on 03/23/2022)

Sample Information

Sample Taken Date06/20/2022 Sample Unique Key40
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 testing07/01/2022
Sample typeAcceptance A brief description of the samplePG 64-16
The quantity of what the sample constitutes1can From where was the sample collectedManufacturer
First name of sampler or witnessed byCASEY Last name of sampler or witnessed byF
Title of sampler PLANT Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero - Benicia, CA Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form670359 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 SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-06-20-40
DIME Test ID: 2022-06-20-40-3
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: 2022-07-12

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 07/08/2022
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 15.274 kPa
Phase Angle (δ) (for the 10 cycles): 51.1 degree
Complex Modulus (G*) (for the 10 measurements): 1527.373 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 1189 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 7/12/2022