Summary for Test 2023-07-18-66-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 995084
DEA: 101P4904
EFIS: 1022000129
DIST-CO-RTE-PM10-ALP-89-0.0/10.2, 21.4/24.0
Award Date01/27/2023
Closeout Date11/27/2023
Work DescriptionCold plane existing asphalt pavement and resurface with HMA.
Location DescriptionIN ALPINE COUNTY NEAR MARKLEEVILLE FROM MONO COUNTY LINE TO 0.2 MILE NORTH OF ROUTE 4 AND FROM ROUTE 88 TO EL DORADO COUNTY LINE
QA Service Level1 (Verified on 08/17/2023)

Sample Information

Sample Taken Date07/18/2023 Sample Unique Key66
Date that the sample was received by the laboratory/organization performing the testing08/15/2023 Sample typeDepartment Acceptance
A brief description of the samplePG 58-34 M The quantity of what the sample constitutes1 of 2 cans
From where was the sample collectedJob Site First name of sampler or witnessed byT
Last name of sampler or witnessed byTrefz Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameRoad & Highway Builders Sparks
Transportation Laboratory (TL) Number080001 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 M
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierMarathon Petroleum Company LP (formerly: Western Refining) - Phoenix AZ MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2023-07-18-66
DIME Test ID: 2023-07-18-66-1
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: 2023-08-23

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Humberto Ramirez
Date of test: 08/23/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.236 kPa
Phase Angle (δ) (for the 10 cycles): 63.1 degree
Complex Modulus (G*) (for the 10 measurements): 1.954 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.19 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 8/23/2023 ✔