Summary for Test 2021-03-16-10-4

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 215167
DEA: 100X5204
EFIS: 1013000002
DIST-CO-RTE-PM10-MER-165-8.6/9.8
Award Date10/30/2020
Closeout Date08/04/2022
Work DescriptionUPGRADE CURB RAMPS, DRAINAGE, AND LIGHTING.
Location DescriptionMERCED COUNTY IN LOS BANOS FROM 0.2 MILE SOUTH OF ROUTE 152 TO SANTA CRUZ WAY
QA Service Level1 (Verified on 10/19/2020)

Sample Information

Sample Taken Date03/16/2021 Sample Unique Key10
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 testing04/02/2021
Sample typeAcceptance A brief description of the sampleAsphalt Binder
The quantity of what the sample constitutes1 out of 2 From where was the sample collectedJob Site
First name of sampler or witnessed byNot Last name of sampler or witnessed by provided
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTBD Transportation Laboratory (TL) Numberc034784
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 70-10
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierGeorge Reed Munn & Perkins
Certified Asphalt SupplierMarathon Petroleum Co. LP - Bakersfield CA MultigradeNot set
Multigrade TypeNot set Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-03-16-10
DIME Test ID: 2021-03-16-10-4
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: 2021-04-07

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 04/07/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 41.622 kPa
Phase Angle (δ) (for the 10 cycles): 51.6 degree
Complex Modulus (G*) (for the 10 measurements): 4161.371 kPa
Test Temperature (Specimen 1): 34.0 C
(G*) x sin(δ)=: 3261 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Std. Specs. PAV

Test was verified on 4/7/2021