Summary for Test 2023-09-07-18-2

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993297
DEA: 010F8204
EFIS: 0116000067
DIST-CO-RTE-PM01-HUM-101-R90.1/109.6
Award Date01/27/2022
Closeout Date03/04/2024
Work DescriptionPLACE RHMA-G AND HMA (TYPE A).
Location DescriptionIN HUMBOLDT COUNTY IN AND NEAR TRINIDAD FROM 1.3 MILES SOUTH OF SCHOOL ROAD OVERCROSSING TO 0.4 MILE NORTH OF BIG LAGOON BRIDGE
QA Service Level1 (Verified on 10/12/2021)

Sample Information

Sample Taken Date09/07/2023 Sample Unique Key18
Date that the sample was received by the laboratory/organization performing the testing09/15/2023 Sample typeDepartment Acceptance
A brief description of the samplei can binder PG 58-22 Valero Benicia The quantity of what the sample constitutes1 can binder
From where was the sample collectedFabricator First name of sampler or witnessed byGeorge
Last name of sampler or witnessed byThorpe Title of samplerConsultant Tester
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameValero Benicia
Transportation Laboratory (TL) Number972001 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierMercer Fraser Plant B
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2023-09-07-18
DIME Test ID: 2023-09-07-18-2
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: 2023-09-22

Test Results


Phase: RTFO residue
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 09/21/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.780 kPa
Phase Angle (δ) (for the 10 cycles): 82.7 degree
Complex Modulus (G*) (for the 10 measurements): 7.765 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 7.83 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/22/2023 ✔