Summary for Test 2022-07-11-69-3

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215180
DEA: 060Q9204
EFIS: 0614000010
COOP: 061764
DIST-CO-RTE-PM06-KER-99-10.4/21.2
Award Date12/08/2020
Closeout Date11/03/2025
Work DescriptionCONSTRUCT CRCP AND HMA (TYPE A) PAVEMENT.
Location DescriptionKERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.4 MILE SOUTH OF OLD US 99 OVERCROSSING TO 0.1 MILE NORTH OF WHITE LANE OVERCROSSING
QA Service Level1 (Verified on 09/14/2020)

Sample Information

Sample Taken Date07/11/2022 Sample Unique Key69
Date that the sample was received by the laboratory/organization performing the testing07/29/2022 Sample typeDepartment Acceptance
A brief description of the sample64-10 PROJECT BINDER The quantity of what the sample constitutes1 of 1 CAN
From where was the sample collectedSource First name of sampler or witnessed bySEE
Last name of sampler or witnessed byTL101 Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSAN JOAQUIN
Transportation Laboratory (TL) NumberC773885 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-10
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2022-07-11-69
DIME Test ID: 2022-07-11-69-3
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: 2022-08-19

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 08/18/2022
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 39.891 kPa
Phase Angle (δ) (for the 10 cycles): 65.8 degree
Complex Modulus (G*) (for the 10 measurements): 3989.085 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 3639 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 8/19/2022 ✔