Summary for Test 2023-08-30-58-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994235
DEA: 030J8704
EFIS: 0320000035
DIST-CO-RTE-PM03-BUT-191-8.4/10.1
Award Date12/28/2022
Closeout Date07/30/2026
Work DescriptionSTABILIZE CUT SLOPE, WIDEN SHOULDERS, REPLACE DRAINAGE AND PLACE HMA.
Location DescriptionBUTTE COUNTY IN AND NEAR PARADISE FROM 0.3 MILES SOUTH OF AIRPORT ROAD TO 0.2 MILES NORTH OF OLD CLARK ROAD
QA Service Level1 (Verified on 09/14/2022)

Sample Information

Sample Taken Date08/30/2023 Sample Unique Key58
Date that the sample was received by the laboratory/organization performing the testing09/08/2023 Sample typeDepartment Acceptance
A brief description of the samplePG 64-16 The quantity of what the sample constitutes1 of 1
From where was the sample collectedJob Site First name of sampler or witnessed byQC
Last name of sampler or witnessed byNA Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameTeichert Materials Hallwood
Transportation Laboratory (TL) Number803120 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
Modified Lot number1
Sublot number1 Tank number
Time of sample HMA Supplier
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: 2023-08-30-58
DIME Test ID: 2023-08-30-58-1
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: 2023-09-13

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 09/12/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.161 kPa
Phase Angle (δ) (for the 10 cycles): 85.1 degree
Complex Modulus (G*) (for the 10 measurements): 1.336 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.34 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 9/13/2023 ✔