Summary for Test 2021-05-26-33-5

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 215325
DEA: 101J1704
EFIS: 1018000179
DIST-CO-RTE-PM10-AMA-88-32.3/38.0
Award Date12/30/2020
Closeout Date08/30/2021
Work DescriptionHMA, TRAFFIC STRIPING, COLD PLANE AC AND RUMBLE STRIP.
Location DescriptionAMADOR COUNTY AT AND NEAR BARTON FROM 0.4 MILE WEST OF SILVER DRIVE TO 0.2 MILE WEST OF SHAKE RIDGE ROAD
QA Service Level1 (Verified on 11/23/2020)

Sample Information

Sample Taken Date05/26/2021 Sample Unique Key33
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 testing06/04/2021
Sample typeAcceptance A brief description of the samplePG64-28M
The quantity of what the sample constitutes 1 of 1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byJ Last name of sampler or witnessed byKort
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGeorge Reed - Clements Plant Transportation Laboratory (TL) Numberc034815
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-28 M
ModifiedYes Lot number1
Sublot number Tank number
Time of sample HMA SupplierGeorge Reed - Clements
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade TypeNot set HMA Design ID

Test Details

DIME Sample ID: 2021-05-26-33
DIME Test ID: 2021-05-26-33-5
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-06-14

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 06/10/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 22.303 kPa
Phase Angle (δ) (for the 10 cycles): 40.6 degree
Complex Modulus (G*) (for the 10 measurements): 2229.801 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 1451 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV

Test was verified on 6/14/2021