Test 2021-01-12-24-9 (AASHTO T350-19) Summary

Project Information
Project IdentifiersProject ID: 214293
DEA: 060S4604
EFIS: 0615000038
DIST-CO-RTE-PM06-FRE-99-R0.9/R5.0
Work DescriptionREPLACE CONCRETE AND ASPHALT PAVEMENT.
Location DescriptionFRESNO COUNTY IN AND NEAR KINGSBURG AND SELMA FROM ROUTE 99/201 SEPARATION TO 0.3 MILE SOUTH OF SECOND STREET UNDERCROSSING
Sample Information
Sample Taken Date1/12/2021 Sample Unique Key24
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing1/22/2021
Sample typeAcceptance A brief description of the sampleProject Sample
The quantity of what the sample constitutes1 of 5 From where was the sample collectedSource
First name of sampler or witnessed byG. Last name of sampler or witnessed byDITT
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameCMI FRESNO Transportation Laboratory (TL) NumberC040299
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-10
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNot set
HMA Design ID
Test Details
DIME Sample ID: 2021-01-12-24
DIME Test ID: 2021-01-12-24-9
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T350-19: Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Multiple Stress Creep Recovery)
Test Release Date: 2021-03-30
Test Results

Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 02/25/2021
PG test temperature: 64.0 C
Average percent recovery at 0.1 kPa: 14.9000 %
Average percent recovery at 3.2 kPa: 2.2000 %
Nonrecoverable creep compliance: 1.2561
Nonrecoverable creep compliance: 1.6720
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa: 33.1100 %
General comments (publicly viewable) (Max 1000 characters): MSCR Study

Test was verified on 03/30/2021