Test 2021-01-11-16-7 (AASHTO T350-19) Summary

Project Information
Project IdentifiersProject ID: 209520
DEA: 06470904
EFIS: 0600000973
COOP: 061529
DIST-CO-RTE-PM06-MAD-99-R7.5/15.1
Work DescriptionWIDEN FREEWAY FROM 4 LANES TO 6 LANES.
Location DescriptionMADERA COUNTY IN AND NEAR MADERA FROM AVENUE 12 OVERCROSSING TO 0.9 MILE NORTH OF AVENUE 17 OVERCROSSING
Sample Information
Sample Taken Date1/11/2021 Sample Unique Key16
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 sampleAsphalt Binder
The quantity of what the sample constitutes1 of 1 From where was the sample collectedSource
First name of sampler or witnessed byJose Last name of sampler or witnessed byL
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameVULCAN MATERIALS MADERA Transportation Laboratory (TL) NumberC039626
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 70-10
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: 2021-01-11-16
DIME Test ID: 2021-01-11-16-7
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: 70.0 C
Average percent recovery at 0.1 kPa: 0.0000 %
Average percent recovery at 3.2 kPa: 0.0000 %
Nonrecoverable creep compliance: 4.8065
Nonrecoverable creep compliance: 4.9586
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa: 3.1700 %
General comments (publicly viewable) (Max 1000 characters): MSCR Study

Test was verified on 03/29/2021