Summary for Test 2022-09-01-34-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 214572
DEA: 034E62U4
EFIS: 0319000068
DIST-CO-RTE-PM03-ED-50-18.5/24.2
Award Date05/04/2020
Closeout Date07/15/2025
Work DescriptionCONSTRUCT UC, MED BARRIER, DRAINAGE SYSTEMS & HMA OVERLAY.
Location DescriptionEL DORADO COUNTY IN AND NEAR PLACERVILLE FROM MOSQUITO ROAD UNDERCROSSING TO SCHNELL SCHOOL ROAD UNDERCROSSING AND FROM 0.2 MILE WEST OF STILL MEADOW ROAD TO 0.2 MILE EAST OF CARSON ROAD
QA Service Level1 (Verified on 03/18/2020)

Sample Information

Sample Taken Date09/01/2022 Sample Unique Key34
Date that the sample was received by the laboratory/organization performing the testing09/06/2022 Sample typeDepartment Acceptance
A brief description of the samplePG 64-16 The quantity of what the sample constitutes1 Can
From where was the sample collectedJob Site First name of sampler or witnessed byRobert
Last name of sampler or witnessed bySears Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID2022-09-01-21 The fabricator/manufacturer/facility nameTeichert Perkins
Transportation Laboratory (TL) Number 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
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierPacific Northwest Oil - Stockton CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2022-09-01-34
DIME Test ID: 2022-09-01-34-1
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: 2022-09-12

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 09/12/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.170 kPa
Phase Angle (δ) (for the 10 cycles): 86.2 degree
Complex Modulus (G*) (for the 10 measurements): 1.421 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.42 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 9/12/2022 ✔