Summary for Test 2022-07-27-46-3

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 214892
DEA: 06442554
EFIS: 0612000176
COOP: 061699
DIST-CO-RTE-PM06-KER-46-29.7/31.9
Award Date01/08/2021
Closeout Date01/08/2026
Work DescriptionCONVERT 2-LANE TO 4-LANE HMA PAVEMENT AND CONSTRUCT NEW BRIDGE.
Location DescriptionKERN COUNTY AT AND NEAR LOST HILLS FROM 0.2 MILE WEST OF CALIFORNIA AQUEDUCT BRIDGE TO 1.4 MILES EAST OF LOST HILLS ROAD
QA Service Level1 (Verified on 06/17/2020)

Sample Information

Sample Taken Date07/27/2022 Sample Unique Key46
Date that the sample was received by the laboratory/organization performing the testing08/10/2022 Sample typeDepartment Acceptance
A brief description of the samplebinder The quantity of what the sample constitutes1 of 1
From where was the sample collectedManufacturer First name of sampler or witnessed by_
Last name of sampler or witnessed by_ Title of sampler_
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSan Joaquin Refinery
Transportation Laboratory (TL) Number773891 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-16
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: 2022-07-27-46
DIME Test ID: 2022-07-27-46-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-09-08

Test Results


Phase: RTFO residue
Input Type: Measured
Tester's full name: Chan Lee
Date of test: 09/08/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.331 kPa
Phase Angle (δ) (for the 10 cycles): 88.2 degree
Complex Modulus (G*) (for the 10 measurements): 3.312 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 3.31 kPa
General comments (publicly viewable) (Max 1000 characters): RTFO

Test was verified on 9/8/2022 ✔