Summary for Test 2022-11-18-54-4

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 214321
DEA: 012982U4
EFIS: 0118000125
DIST-CO-RTE-PM01-LAK-29,175-28.5/31.6,8.2/8.5
Award Date11/07/2019
Closeout Date07/11/2025
Work DescriptionCONSTRUCT 4 LANE EXPRESSWAY WITH EARTHWORK AND PAVING.
Location DescriptionLAKE COUNTY NEAR KELSEYVILLE ON ROUTE 29 FROM 0.6 MILE TO 3.7 MILES NORTH OF ROUTE 281 AND ON ROUTE 175 FROM SOUTH JUNCTION ROUTE 29 TO 0.3 MILE EAST OF SOUTH JUNCTION ROUTE 29
QA Service Level1 (Verified on 08/19/2019)

Sample Information

Sample Taken Date11/18/2022 Sample Unique Key54
Date that the sample was received by the laboratory/organization performing the testing12/06/2022 Sample typeQuality Assurance
A brief description of the sampleAsphalt Binder The quantity of what the sample constitutes1 OF 4 CANS
From where was the sample collectedSource First name of sampler or witnessed byLoren
Last name of sampler or witnessed byL Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameValero - Benicia, CA
Transportation Laboratory (TL) Number026615 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
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number3922
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2022-11-18-54
DIME Test ID: 2022-11-18-54-4
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: 2022-12-09

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 12/09/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.261 kPa
Phase Angle (δ) (for the 10 cycles): 83.4 degree
Complex Modulus (G*) (for the 10 measurements): 2.172 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.19 kPa
General comments (publicly viewable) (Max 1000 characters): can #2, test 1/2

Test was verified on 12/9/2022 ✔