Summary for Test 2021-02-06-7-9

Test performed: AASHTO T350-19

Project Information

Project IdentifiersProject ID: 214293
DEA: 060S4604
EFIS: 0615000038
DIST-CO-RTE-PM06-FRE-99-R0.9/R5.0
Award Date12/05/2019
Closeout DateNot set
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
QA Service Level1 (Verified on 08/05/2019)

Sample Information

Sample Taken Date02/06/2021 Sample Unique Key7
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 testing01/22/2021
Sample typeAcceptance A brief description of the sampleProject Sample
The quantity of what the sample constitutes1 of 2 From where was the sample collectedSource
First name of sampler or witnessed byG. Last name of sampler or witnessed byDITT
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCMI FRESNO Transportation Laboratory (TL) Number790479
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNot set
Multigrade TypeNot set HMA Design ID

Test Details

DIME Sample ID: 2021-02-06-7
DIME Test ID: 2021-02-06-7-9
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: 2021-03-29

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: 0.0000 %
Average percent recovery at 3.2 kPa: 0.0000 %
Nonrecoverable creep compliance: 3.9841
Nonrecoverable creep compliance: 4.0699
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa: 2.1500 %
General comments (publicly viewable) (Max 1000 characters): mscr study

Test was verified on 3/29/2021